HALFEN HB-VMZ INJECTION SYSTEM

HALFEN DÜBELSYSTEME

BETON

ETA_HB-VMZ 09/16

®

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ETA_HB-VMZ 09/16-E

HALFEN HB-VMZ INJECTION SYSTEMEuropean Technical Assessment ETA-07/0256

This approval only applies to original HALFEN products. The specifications in this approval are not transferable to other products. Users are fully liable for personal injuries and material damage caused by third-party products used instead of HALFEN products.

Use of third-party products

HALFEN HB-VMZ INJECTION SYSTEMGeneral Note

Deutsches Institut

für Bautechnik DlBt

Approval body for construction products and types of construction

Bautechnisches Prüfamt

An institution established by the Federal and Laender Governments

European Technical Assessment

* * * Designaled * accordin g 10 * Arllcle 29 of Regula-* tlon (EU) No 30512011 *

and member of EOTA (European Organl · * saUon forTechnical *

Assessment)

* * * ETA-07/0256 of 1 September 2016

Member of

www.eota.eu

English translation prepared by DIBt - Original version in German language

General Part

Technical Assessment Body issuing the European Technical Assessment:

Trade name of the construction product

Product family to which the construction product belongs

Manufacturer

Manufacturing plant

This European Technical Assessment contains

This European Technical Assessment is issued in accordance with Regulation (EU) No 305/2011, on the basis of

Deutsches Institut für Baut echnik

Deutsches Institut für Bautechnik

Injection System HB-VMZ

Torque controlled bonded anchor with anchor rod HB-VMZ-A and internat threaded rod HB-VMZ-IG for use in concrete

Halfen GmbH Liebigstraße 14 40764 Langenfeld DEUTSCHLAND

Halfen Herstellwerk HB1

32 pages including 3 annexes which form an integral part of this assessment

Guideline for European technical approval of "Metal anchors for use in concrete", ETAG 001 Part 2: "Torque controlled expansion anchors", April 2013, used as European Assessment Document (EAD) according to Article 66 Paragraph 3 of Regulation (EU) No 305/2011 .

Kolonnenstraße 30 BI 10829 Berl in I GERMANY I Phone: +493078730·0 I Fax: +493078730-320 I Email: [email protected]

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European Technical Assessment ETA-07/0256 English translation prepared by DISt

Deutsches Institut

für Bautechnik DIBt

Page 2013211 September 2016

The European Technical Assessment is issued by the Technical Assessment Body in its officiallanguage. Translations of this European Technical Assessment in other languages shall fully correspond to the original issued document and shall be identified as such.

Communication of this European Technical Assessment, including transmission by electronic means, shall be in full. However, partial reproduction may only be made with the written consent of the issuing Technica l Assessment Body. Any partial reproduction shall be identified as such.

This European Technical Assessment may be withdrawn by the issuing Technical Assessment Body, in particular pursuant to information by the Commission in accordance with Article 25(3) of Regulation (EU) No 305/2011 .

Z54426.16 8.06.01-221/16

Deutsches Institut


European TechnicaJ Assessment ETA-07/0256 Page 3 01 3211 September 2016

English translation prepared by DIBt

Specific Part

1 Technical description of the product

The Injection System HB-VMZ is a torque controlled bonded anchor consisting 01 a cartridge with injection mortar HB-VMZ or HB-VMZ Express and an anchor rod with expansion cones and external connection thread (type HB-VMZ-A) or with internal connection thread (type HB-VMZ-IG). The load transler is realised by mechanical interlock 01 several cones in the bonding mortar and then via a combination 01 bonding and Iriction lorces in the anchorage ground (concrete).

The product description is given in Annex A.

2 Specilication of the intended use in accordance with the applicable European Assessment Document

The performances given in Section 3 are only valid il the anchor is used in compliance with the specilications and conditions given in Annex B.

The verilications and assessment methods on which this European Technical Assessment is based lead to the assumption 01 a working lile 01 the anchor 01 at least 50 years. The indications given on the working lile cannot be interpreted as a guarantee given by the producer, but are to be regarded only as a means lor choosing the right products in relation to the expected economically reasonable working lile 01 the works.

3 Performance of the product and references to the methods used for its assessment

3.1 Mechanical resistance and stability (BWR 1)

Essential characteristic Performance

Characteristic resistance 01 HB-VMZ-A See Annex C1 to Cl

Displacements under tension and shear loads lor HB-VMZ-A See Annex CS and C9

Characteristic resistance o~ See Annex C10 to C12

Displacements under tension and shear loads for j;':A.fjmy® See Annex C12

3.2 Safety in case of fire (BWR 2)

Essential characteristic Performance

Reaction to lire Anchorages satisly requirements lor Class A 1

Resistance to lire No performance determined (NPD)

3.3 Hygiene, health and the environment (BWR 3)

Regarding dangerous substances there may be requirements (e.g. transposed European legislation and nationallaws, regulations and administrative provisions) applicable to the products lalling within the scope 01 this European Technical Assessment. In order to meet the provisions 01 Regulation (EU) No 305/2011, these requirements need also to be complied with , when and where they apply.

3.4 Safety in use (BWR 4)

Z54426.16

The essential characteristics regarding Salety in use are included under the Basic Works Requirement Mechanical resistance and stability.

8 .06.01 -221 /16

European Technical Assessment ETA-07/0256 English translation prepared by DISt

Deutsches Institut

tür Bautechnik DlBt

Page 4 01 3211 September 2016

4 Assessment and verification of constancy of performance (AVCP) system applied, with reference to its legal base

In accordance with guideline for Eurapean technical approval ETAG 001, April 2013, used as Eurapean Assessment Document (EAD) according to Article 66 Paragraph 3 of Regulation (EU) No 305/2011, the applicable Eurapean legal act is: [96/582/EC] .

The system to be applied is: 1

5 Technical details necessary for the implementation of the AVCP system, as provided for in the applicable European Assessment Document

Technical details necessary for the implementation of the AVCP system are laid down in the contra I plan deposited at Deutsches Institut für Bautechnik.

Issued in Berlin on 1 September 2016 by Deutsches Institut für Bautechnik

Uwe Bender beglaubigt:

Head of Department Baderschneider

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Anchor rod HB-VMZ-A

Anchor rod HB-VMZ-IG 1)

Deutsches Institut

für Bautechnik

-~-

_tflX _

DlBt

Pre-setting installation (and through-setting installation HB-VMZ-A 75 M12, see Annex B8)

Through-setting installation

1) Illustration with hexagon head screw exemplilied; other screws or threaded rods also permitted (see Annex A5, requirements 01 the lastening screw or threaded rod)

Anchor version

HB-VMZ-A

HB-VMZ-IG

Product description

AnnexA1-AnnexA4

Annex A 1 - Annex A2; Annex A5


Product description Installation situation

Z54529.16

Intended use

Annex B1 - Annex B8

Annex B1 - Annex B2; Annex B9 - Annex B 11

Performance

Annex C1 - Annex C9

Annex C10 -Annex C12

AnnexA1

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Page 6 of European Technical Assessment ETA-07/0256 of 1 September 2016

Deutsches Institut

für Bautechnik English translation prepared by DIBt


Mortar cartridge

Sealing cap

Cleanlng Brush HB-RB

Anehor rod HB-VMZ-A

Anehor rod HB-VMZ-IG

I~

Imprint:

Imprint: Injeclion Adhesive HB-VMZ or HB-VMZ Express, processing notes, shell-lile, hazard code, curing time and processing time (depending on temperature)

Injection Adhesive HB-VMZ or HB-VMZ Express, processing notes, shell-lile, hazard code, curing time and processing time (depending on temperature)

Statle mixer HB-VM-X

11

Washer

I I I I I

AirBIower HB-VM-ABP

Hexagon nut

~ ttEJ-------=j Injection System HB-VMZ

Produet deserlption Cartridges, Cleaning 10015, Anchor types

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OlBt

Annex A2

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Page 7 of European Technical Assessment ETA-07/0256 of 1 Seplember 2016


Marking: e.g. <> 95 VMZ 12-25 _ ..

Identifying mark of <> manufaclurlng plant

-A4

HCR

Deutsches Institut

für Bautechnik

additional marklng of slainless sleel A4

additional marklng of

DIEt

95 Anchorage depth high corroslon reslstant steel HCR VMZ Trade name

12 Size ofthread 25 Maximum thickness Marking of anchorage deplh

of fixture

1 2 3 ~

u -;;' I

~

'" i !3 --l=:Et--- -I; f-H - ~ +!~ -EE: ""kO"g -' --of leng: 14 -

~f~ J , u

I

- '" Ifix Q)

L ~ Additional

marking (see table

A1 and A2)

Marking of length B C 0 E F G H I J K L M Length of an chor min ~ 50.8 63.5 76.2 88.9 101.6 114.3 127.0 139.7 152.4 165.1 177.8 190,5 Length ef ancher max < 63,5 76,2 88,9 101,6 114,3 127,0 139,7 152,4 165,1 177,8 190,5 203,2

Marking of length N 0 P Q R S T U V W X Y Z >Z Length of anchor min ~ 203,2 215,9 228,6 241,3 254,0 279.4 304.8 330,2 355,6 381,0 406,4 431,8 457,2 462,6 Length ef ancher max < 215,9 228,6 241,3 254,0 279,4 304.8 330,2 355,6 381 ,0 406,4 431,8 457,2 482,6

Table A1: Dimensions of anchor rod, HB-VMZ-A MB - M12

Anchor size HB-VMZ-A 40 50 60 75 75 70 80 95 100 110 125 M8 M8 M10 M10 M12 M12 M12 M12 M12 M12 M12

Additional marking 1 2 1 2 1 2 3 4 5 6 7 1 Anchor rod Thread MB MB M10 M10 M12 M12 M12 M12 M12 M12 M12

Number 2 3 3 3 3 3 4 4 6 6 6 of cones

d, - B,O B,O 9,7 9,7 10,7 12,5 12,5 12,5 12,5 12,5 12,5

Lenglh L 52+lrm 63+1" 75+10, 90+1" 95+lrm 90+lrm 100 115 120 130 145 +4i1l +tfill +"ltix +tnx +1"

3 HexaQon nut SW 13 13 17 17 19 19 19 19 19 19 19

Dimensions in mm


Product description AnnexA3 Anchor parts, Marking, Anchor dimensions HB-VMZ-A MB - M12

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Deutsches Institut

für Bautechnik OlBt

TableA2: Dimensions of anchor rod, HB-VMZ-A M16 - M24

Anehor size 90 105 125 145 160 115 170 190 170 200 225 M20 M20 M24 M24 M24 HB-VMZ-A M16 M16 M16 M16 M16 M20 (LG) (LG) (LG) (LG) (LG)

Additional markin~ 1 2 3 4 5 1 2 3 1 2 3 1 Anchor

Thread M16 M16 M16 M16 M16 M20 M20 M20 M24 M24 M24 rod Number

3 4 6 6 6 3 6 6 6 6 6 olcones dk = 16,5 16,5 16,5 16,5 16,5 19,7 22,0 22,0 24,0 24,0 24,0

Length L 114 129 150 170 185 143 203 223 210 240 265 +1., +1., +1., +1., +1., +1., +1.. +1., +1., +1., +1.,

3 Hexagon nut SW 24 24 24 24 24 30 30 30 36 36 36

Dimensions in mm

TableA3: Materials HB-VMZ-A

Steel, zine plated High eorrosion

Stainless steel Part Designation hot-dip

sherardized <: A4 resistant steel

galvanised galvanised <: 40llm (HeR)

40llm

Steel ace. to Stainless steel , High corrosion

Steel ace. to EN Steel acc. to resistant steel 10087:1998,

EN 10087:1998, EN 10087:1998,

1.4401, 1.4404, 1.4529, 1.4565

1 Anchor rod hot-dip 1.4571, 1.4362, galvanised and

galvanised and sherardized and

EN 10088:2005, ace. to EN coated coated 10088:2005,

eoated eoated eoated High eorrosion

Steel, Steel, Steel, Stainless steel, resistant steel

2 Washer zine plated zine plated zine plated

1.4401, 1.4571, 1.4529 or 1.4565, EN 10088:2005 ace. to EN

10088:2005 Property class 8 Property class 8 ISO 3506:2009,

Property class 8 ace. to ace. to EN ISO ISO 3506:2009, Property elass 70,

3 Hexagon nut ace. to EN ISO EN ISO 898-2:2012-08, A4-70, 1.4401 , high eorrosion 898-2:2012-08, 898-2:2012-08, hot-dip 1.4571, resistant steel galvanised hot-dip gaivanised EN 10088:2005 1.4529 or 1.4565,

galvanised or sherardized EN 10088:2005

4 Mortar Vinylester resin, styrene Iree, mixing ratio 1:10 eartridge


Produet deseription Annex A4 Anehor dimensions HB-VMZ-A M16 - M24, Materials HB-VMZ-A

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Marking: o_g. <> 80 VMZM10

<> Identlfylng mark of manufacturlng plant

80 Anchorage depth VMZ Trade name

-A4

HCR

Deutsches Institut

tür Bautochnik

additional marklng of stalnloss steel A4

additional marklng of

DlBt

M10 Size of Interna I thread high torroslon reslstant steel HCR

L 1- . 1 ~

i:.-l:J8-J-IJA-- --r-"" Lth "0

_ Ldh

TableA4: Dimensions of anchor rod HB-VMZ-IG

Anchor size HB-VMZ-IG 40 50 60 75 70 80 90 105 125 115 170 170 M6 M6 MB MB M10 M10 M12 M12 M12 M16 M16 M20

Internal thread - M6 M6 M8 M8 M10 M10 M12 M12 M12 M16 M16 M20 Number of eones - 2 3 3 3 3 4 3 4 6 3 6 6 Outer diameter dk mm 8,0 8,0 9,7 10,7 12,5 12,5 16,5 16,5 16,5 19,7 22,0 24,0 Thread length L'h mm 12 15 16 19 20 23 24 27 30 32 32 40 Totallength L mm 41 52 63 78 74 84 94 109 130 120 180 182

Ldh Ldh Ldh Ldh Ldh Ldh Ldh 32,5

Ldh dk dk Length identifier [mm] < Ldh -< 18 >19 < 22,5 > 23,5 < 27 > 28 < 31,5 < 34,5 > 35,5 < 21 > 21

TableA5: Materials HB-VMZ-IG

Part Designation Steel, zinc plated

Stalnless steel A4 High corrosion galvanlzed sherardlzed <: 40llm resistant steel (HCR)

Steel ace. to Steel ace. to Stainless steel, High eorrosion

EN 10087:1998, EN 10087:1998, 1.4401, 1.4404, resistant steel 1.4529,

1 Anehor rod galvanized and sherardized and

1.4571, 1.4362, 1.4565 ace. to

eoated coated EN 10088:2005, EN 10088:2005,

eoated eoated

4 Mortar

Vinyl ester resin, styrene free, mixing ratio 1: 1 0 cartridge

Requirements of the fastening screw or the threaded rod and nut

• Minimum serew-in depth L'dm;" see Table B8: • The length of screw or the threaded rod must depending on the thickness of fixture tr~, available thread length

L'h (= maximum available thread length, see Table B8:) and the minimum screw-in depth L'dm;" be established.

• A, > 8 % duetility

Steel, zlnc plated

• Minimum property dass 8.8 aeeording to EN ISO 898-1:2013 or EN ISO 898-2:2012

Stainless steel A4

• Material 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362 aeeording to EN 10088:2005

• Minimum property elass 70 according to EN ISO 3506:2009

High corroslon resistant steel (HCR)

• Material 1.4529; 1.4565 aeeording to EN 10088:2005

• Minimum property dass 70 aecording to EN ISO 3506:2009


Product description AnnexA5 Anehor parts, anehor dimensions, Materials HB-VMZ-IG

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English Iranslalion prepared by 0181

Specifications of intended use

Deutsches Institut

für Bautechnik UlBt

Injeetlon System HB-VMZ-A MB I M10 I M12 I M16 I M20 M24

Statie or quasi-statie loads ./

Seismie loads (Category C 1 + C2) - I ./ I ./ I ./ I ./ ./

Craeked and non-eraeked ./

Injeetlon System HB-VMZ-IG M6 MB I M10 I M12 I M16 I M20

Statie or quasi-statie loads ./

Seismie loads -Craeked and non-eraeked ./

Base materials:

• Reinforeed or unreinforeed normal weight eonerete according to EN 206-1 :2000

• Strength elasses C20/25 to C50/60 aeeording to EN 206-1 :2000

Temperature Range:

• Temperature Range I: -40 'C to +80 ' C (max short term temperature +80 ' C and max long term temperature +50 'C)

• Temperature Range 11 : -40 'C to +120 'C (max short term temperature +120 'C and max long term temperature +72 'C)

Use eondltlons (Envlronmental eondltlons):

• Struetures subjeet to dry internal eonditions (zine plated steel , stainless steel or high eorrosion resistant steel).

• Struetures subjeet to external atmospherie exposure ineluding industrial and marine environment or exposure to permanently damp interna I eondition, if no partieular aggressive eonditions exist (stainless steel or high eorrosion resistant steel).

• Struetures subjeet to external atmospherie exposure and to permanently damp internal eondition, if other partieular aggressive eonditions (high eorrosion resistant steel).

Note: Particular aggressive conditions are e.g. permanent, alternating immersion in seawater cr the splash zone of seawater, chloride atmosphere of indoor pools cr atmosphere with extreme chemical pollution (e.g. in desulphurization plants cr road tunnels where de-icing materials are used).

Design:

• Anehorages are designed under the responsibility of an engineer experieneed in anehorages and eonerete work.

• Verifiable caleulation notes and drawings are prepared taking aeeount of the loads to be anehored. The position of the anehor is indicated on the design drawings (e.g. position of the anehor relative to reinforeement or to supports, ete.).

• Anehorages under statie or quasi-statie aetions are designed in aeeordanee with:

- ETAG 001 , Annex C, design method A, Edition August 2010 or - CENITS 1992-4:2009, design method A

• Anehorages under seismie aetions (eraeked eonerete) are designed in accordance with:

- EOTA Teehnieal Report TR 045, Edition February 2013 - Anehorages shall be positioned outside of eritieal regions (e.g. plastie hinges) of the eonerete strueture. - Fastenings in stand-off installation or with a grout layer are not allowed.


Intended use Annex 81 Speeifications

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Page 11 of European Technical Assessment ETA-07/02S6 of 1 September 2016

Eng/ish translation prepared by D/Bt

Table 81: Installation conditions

Deutsches Institut


• Anchor installation carried out by appropriately qualilied personnel and under the supelVision of Ihe person responsible for technical matters of the site.

• Water filled bore holes (where admissible) musl nol be pOIluted - otherwise the cleaning of the drill hole must be repeated. • The anchor component installation temperature shall be at leasl +5 oe; du ring curing of Ihe injection mortar the temperature of

the concrete must not fall below -5 oe. euring time must be obselVed prior to loading the anchor.

Anchor size HB-VMZ-A M8 I M10 and

70 M12 and 80 M12 - M24 75 M12

Nominal diameter 01 drill hole d, [mmj < 14 " 14 dry concrete - yes yes

Inslallation allowable in wet concrete - yes yes

water-filled hole - no yes

Hammer drill bil - yes yes Hole drilling by Diamond drill bit I yes yes {not under seismic action\ - "0

Anchor size HB-VMZ-IG M6-M8 M10 - M20

Nominal diameter 01 drill hole d, [mmj < 14 > 14

dry concrete - yes yes

Installation allowable in wet concrete - yes yes

water-lilled hole - "0 yes

Hammer drill bit - yes yes Hole drilling by

Diamond drill bit - "0 yes

Table 82: Processing time and curing time H8-VMZ

Temperature [Oe] Maximum processlng Minimum curlng time

in the drill hole time dry concrete wet concrete

+ 40 oe 1,4 min 15 min 30 min + 35 oe to + 39 oe 1,4 min 20 min 40 min + 30 oe to + 34 oe 2min 25 min 50 min + 20 oe to + 29 oe 4 min 45 min 1:30 h + 10 oe to + 19 oe 6 min 1:20 h 2:40h + 5 oe to + 9 oe 12 min 2:00 h 4:00 h o oe to + 4 oe 20 min 3:00 h 6:00 h - 4 oe to - 1 oe 45 min 6:00 h 12:00 h

- 5 oe 1:30 h 6:00 h 12:00 h

Table 83: Processing time and curing time H8-VMZ Express

Temperature [OC] Maximum processing Minimum curing time

In the drill hole time dry concrete wet concrete

+ 30 oe 1 min 10 min 20 min + 20 oe to + 29 oe 1 min 20 min 40 min + 10 oe to + 19 oe 3 min 40 min 80 min

+ 5 oe to + 9 oe 6 min 1:00 h 2:00 h + 0 oe to + 4 oe 10 min 2:00 h 4:00 h - 4 oe to - 1 oe 20 min 4:00 h 8:00 h

- 5 oe 40 min 4:00 h 8:00 h

Injection System H8-VMZ

Intended use Annex 82 Installation conditions, processing and curing time

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Table 84: Installation parameters, H8-VMZ-A MB - M12

Anchor slze HB-VMZ-A 40 60 60 75 75 70 MB MB Ml0 Ml0 M12 M12

Effective anchorage depth her 2: [mm] 40 50 60 75 75 70 Nominal diameter of drill hole d, = [mm] 10 10 12 12 12 14 Depth of drill hole h, ~ [mm] 42 55 65 BO 80 75 Diameter of cleaning brush D~ [mm] 10,8 10,8 13,0 13,0 13,0 15,0 Installation torque Tinst ~ [Nm] 10 10 15 15 25 25 Diameter of clearance hole in the fixture Pre-setting installation d,s [mm 9 9 12 12 14 14

Through-setting installation df ~ [mm] 14 14 14 I 16 - - 16 see Annex B8

Table 85: Installation parameters, H8-VMZ-A M16 - M24

90 106 126 146 160 116 Anchor slze HB-VMZ-A M16 M16 M16 M16 M16 M20

Effective anchorage depth her 2: [mm 90 105 125 145 160 115 Nominal diameter of drill hole d, = [mm 18 18 18 18 18 22 Depth of drill hole h, ~ [mm] 98 113 133 153 168 120 Diameter of cleaning brush D~ [mm 19,0 19,0 19,0 19,0 19,0 23,0 Installation torque T inst ~ [Nm] 50 50 50 50 50 80 Diameter of clearance hole in the fixture

Pre-setting installation d,s [mm] 18 18 18 18 18 22

Through-setting installation d, s [mm] 20 20 20 20 20 24

DlEt

BO 95 100 110 M12 M12 M12 M12

BO 95 100 110 14 14 14 14 85 100 105 115

15,0 15,0 15,0 15,0 25 25 30 30

14 14 14 14

16 16 16 16

170 190 170 200 M20 M20 M24 M24 (LGI (LGI (LGI (LGI 170 190 170 200 24 24 26 26 180 200 185 215 25,0 25,0 27,0 27,0 80 80 100 120

24 24 26 26 (22) (22) 26 26 28 28

I Pre-setting installation I I Through-settlng Installation

81.8 M20 + M24 81z8 M20 + M24

hef ~ 0,5t.. ~ O,5~"

, . [' ~r-

125 M12 125 14

130 15,0 30

14

16

225 M24 (LGI 225 26

240 27,0 120

26

28

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~L . ~ . . . . I~ H~" . . . . . . , , , - ... - - -'fiX ~~_ ~ 'fi x

... , , ... ... ...

" ho lux

h The annular gap in the clearance hole in the fixture has to be filled completely by excess mortarl


Intended use Annex 83 Installation parameters, HB-VMZ-A

Z54529.16 8.06.01-221116


English translation prepared by 0181

Deutsches Institut


Table 86: Minimum spacing and edge distance, H8-VMZ-A MB - M12

Anchor slze HB-VMZ-A 40 60 60 76 75 70 80 96 100 110 M8 M8 M10 M10 M12 M12 M12 M12 M12 M12

Minimum Ihlekness of hmi' I [mm] 80 80 100 110

110 110 110 130 130 140 concrete 100 ' ) 125 ' )

Cracked concrete Minimum spaeing Smi' I [mmJl 40 ~ 40 J 40 I 40 I 50 55 40 I 40 I 50 I 50 Minimum edge dislanee Cmi, I [mmJl 40 I 40 I 40 I 40 I 50 55 I 50 I 50 I 50 I 50

Non-cracked concrete

Minimum spaeing Smi, I [mmll 40 I 40 I 50 I 50 I 50 55 I 55 I 55 I 80 LI I 80 LI

Minimum edge dislanee Cmi, I [mmll 40 I 40 I 50 I 50 I 50 55 I 55 I 55 55 'I I 55 ' I

Table 87: Minimum spacing and edge distance, H8-VMZ-A M16 - M24

90 106 126 145 160 116 170 190 170 200 Anchor size HB-VMZ-A M20 M20 M24 M24

M16 M16 M16 M16 M16 M20 (LG) (LG) (LG) (LG) Minimum Ihiekness of

hmin I [mm] 130 150 170 190 205 160 230 250 230 270 eonerele 160 ' ) 180 ' ) 200 ') 220 ') 240 ' ) 220 ' ) 260 ' )

Cracked concrete Minimum spaeing Smin I[mmll 50 50 60 60 60 I 80 80 I 80 I 80 80 I Minimum edge dislanee Cmin I [mm] I 50 50 60 60 60 I 80 80 80 I 80 80

Non-cracked concrete Minimum spaeing Smin J[mmll 50 I 60 I 60 I 60 I 60 I 80 80 I 80 I 80 I 105 Minimum edge dislanee Cmin I [mm] I 50 60 I 60 60 I 60 I 80 80 80 I 80 I 105

125 M12

160

50 50

80 LI

55 ' I

226 M24 (LG) 300

290 ' )

80 80

105 105

1) The remoIe face of Ihe eonerele member shall be inspeeled 10 ensure Ihere has been no break-Ihrough by drilling, In case of break-Ihrough, Ihe ground of Ihe drill hole shall be elosed wilh high slrenglh mortar. The full bonded lenglh h.f shall be aehieved and any polenlialloss of injeelion mortar shall be compensaled ,

2) For an edge dislanee e ~ 80 mm a minimum spaeing Smi' = 55 mm is applieable,


Intended use Annex 84 Minimum spacing and edge distance, HB-VMZ-A

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Deutsches Institut

für Bautechnik DIBt English Iranslalion prepared by 0181

Installation instructions HB-VMZ-A Maklng and cleaning of hammer drilled holes

Cl o c:

Q) . -~.,

n. Q)

'" 1

>

2

o

>

3

o

>

4

o

Use Hammer drill or air drill with drill bit and depth gauge. Drill perpendicular to ~;;;;;;~ concrete surface.

HB-VMZ-A MB - M16: Blow out drill hole from the bottom with Blow-out pump HB-VM-AP at least two times. The Extension Tube with reduced diameter must be added to the Blow-out pump lor the diameter MB.

HB-VMZ-A M20 - M24: Connect Air Blower HB-VM-ABP to compressed air (min. 6 bar, oil-Iree). Open air valve and blow out drill hole along the entire depth with back and lorth motion at least two times.

HB-VMZ-A M10 - M16: Blow out drill hole Irom the bottom with Blow-out pump HB-VM-AP at least two times.

HB-VMZ-A M20 - M24: Connect Air Blower HB-VM-ABP to compressed air (min. 6 bar, oil-Iree). Open air valve and blow out drill hole along the entire depth with back and lorth motion at least two times.

Check diameter 01 cleaning brush HB-RB. II brush can be pushed into the drill hole ==9 without any resistance, it must be replaced . Chuck brush into drill machine. Turn on

d~lm~~.B~d~~~and~a~ng~dffid~I~~M~ two tim es while rotated by drill machine.

HB-VMZ-A MB - M16: Blow out drill hole Irom the bottom with Blow-out pump HB-VM-AP at least two times. The Extension Tube with reduced diameter must be added to the Blow-out pump lor the diameter MB.

HB-VMZ-A M20 - M24: Connect Air Blower HB-VM-ABP to compressed air (min. 6 bar, oil-free). Open air valve and blow out drill hole along the entire depth with back and lorth motion at least two times.

HB-VMZ-A M10 - M16: Blow out drill hole from the bottom with Blow-out pump H B-VM-AP at least two times.

HB-VMZ-A M20 - M24: Connect Air Blower HB-VM-ABP to compressed air (min. 6 bar, oil-Iree) . Open air valve and blow out drill hole along the entire depth with back and lorth motion at least two times.


Intended use Annex B5 Installation instruclions HB-VMZ-A Making and cleaning 01 hammer drilled holes

Z54529.16 8.06.01-221116


Deutsches Institut

für Bautechnik DI8t English translation prepared by DIBt

Making and cleaning of diamond core drilled holes

1

>

2

c

>

3

c

>

4

c

Use diamond drill with diamond drill bit and depth gauge. Drill perpendicular to ~=:1J concrete surface.

Drill hole must be cleaned directly prior to installation of the anchor.

It must be ensured that icing does not occur in the drill hole.

"-----..l.I Remove drill core at least up to the nominal hole depth and check drill hole depth.

Flushing of drill hole: Flush drill hole with water, starting from the bottom, until clear water gets out of the drill hole.

Connect Air Blower HB-VM-ABP to compressed air (min. 6 bar, oil-free). Open ~-----'l air valve and blow out drill hole along the entire depth with back and forth

motion at least !wo times.


Intended use Installation instructions HB-VMZ-A

Annex 86

Making and cleaning of diamond core drilled holes

Z54529.16 8.06.0 1-221/16


Deutsches Institut

für Bautechnik DlBt English translation prepared by DIBt

Injeetion

> 5 +

C

> 6 +

C

>

7

c

Check expiration date on H8-VMZ cartridge . Never use when expired. Remove cap from HB-VMZ cartridge. Screw Mixer Nozzle HB-VM-X on cartridge . When using a new cartridge always use a new Mixer Nozzle. Never use cartridge without Mixer Nozzle and never use Mixer Nozzle without helix inside.

Insert cartridge in Dispenser. Before injecting discard mortar (at least 2 full strokes or a line of 10 cm) until it shows a consistent grey colour. Never use this mortar.

Prior to injection, check if Mixer Nozzle HB-VM-X reaches the boUom of the drill hole. If it ""---""H does not reach the boUom, plug Mixer Ex1ension HB-VM-XE onto Mixer Nozzle in order

to fill the drill hole properly. Fill hole with a suffieient quantity of injection mortar. Start *~~~1I from the boUom of the drill hole and work out to avoid trapping air pockets.

Insertion of anehor rod

>

8

c

>

9

c

>

10

c

> 11 +

C

Insert the anchor rod HB-VMZ-A by hand, rotating slightly up to the full embedment depth as marked on the anchor rod. The anchor rod is properly set when excess mortar see ps from the hole. If the hole is not completely filled , pull out anchor rod, let mortar eure , drill out hole and repeat entire cleaning process.

Insert the anchor rod HB-VMZ-A by hand, rotating slightly up to the full embedment =:::'.~~I depth. After the installation, the annular gap in the clearance hole in the fixture has to be

filled completely by excess mortar. If the hole is not eompletely filled, pull out anchor rod, let mortar eure, drill out hole and repeat entire cleaning process.

Follow minimum curing time shown in Table B2 or Table B3 During curing time, anchor rod must not be moved or loaded.

Remove excess mortar.

The fixture can be mounted after euring time. Apply installation torque T" " according to Table 84 or Table B5 by using torque wrench.

Injection System H8-VMZ

Intended use Installation instructions HB-VMZ-A Anchor installation

Z54529.16

Annex 87

8.06.01 -221116


English translation prepared by DIB!

Deutsches Institut

tür Bautechnik DlEt

Installation instructions HB-VMZ-A 75 M12

Through-setting installation with clearance between concrete and an chor plate

Work step 1-7 as iIIustrated in Annexes 85 - 87

Requirement: Diameter of clearance hole in the fixture d, S 14 mm

8

9

10

11


Intended use Installation instructions H8-VMZ-A 75 M12

Insert the anchor rod H8-VMZ-A by hand, rotating slightly up to the full embedment depth.

Check if excess mortar seeps from the hole. If the hole is not completely filled, pull out anchor rod, let mortar eure, drill out hole and repeat the entire cleaning process.

The annular gap in the fixture does not have to be filled_

During curing time according to Table 82 or Table 83 an chor rod must not be moved or loaded.

Was her and nut can be mounted after curing time and backfilling of anchor plate. Apply installation torque T,"" according to Table 84 by using torque wrench.

Annex B8

Through-setting installation with clearance between concrete and anchor plate

Z54529.16 8.06.01-221/16



Table 88: Installation parameters H8-VMZ-IG

Anchor size HB-VMZ-IG 40 50 60 75 M6 M6 M8 M8

Effective anchorage depth hef = [mm] 40 50 60 75 Nominal diameter of drill

do = [mm] 10 10 12 12 hole

Depth of drill hole ho ;, [mm] 42 55 65 BO

Diameter of cleaning D;' [mm] 10,B 10,B 13,0 13,0 brush

Installation torque T ins! S [Nm] B B 10 10

Diameter of elearance d, $ [mm] 7 7 9 9

hole in the fixture

Available thread length L'h [mm] 12 15 16 19

Minimum screw-in depth Lsdmin [mm] 7 7 9 9

Minimum thiekness of hmin [mm] BO BO 100 110 concrete

Craeked eonere!e

Minimum spacing Smin [mm] 40 40 40 40

Minimum edge distanee emin [mm] 40 40 40 40

Non-craeked eonerete

Minimum spacing Smin [mm] 40 40 50 50

Minimum edge distanee Gm" [mm] 40 40 50 50

70 M10

70

14

BO

15,0

15

12

20

12

110

55

55

55

55

Deutsches Institut

für Bautechnik

80 90 M10 M12

80 90

14 18

B5 9B

15,0 19,0

15 25

12 14

23 24

12 14

110 130

40 50

50 50

55 50

55 50

105 M12

105

1B

113

19,0

25

14

27

14

150

50

50

60

60

DIEt

125 115 170 170 M12 M16 M16 M20

125 115 170 170

1B 22 24 26

133 120 1BO 1B5

19,0 23,0 25,0 27 ,0

25 50 50 BO

14 1B 1B 22

30 32 32 40

14 1B 1B 22

170 160

230 230 160 '} 220 '} 220 ' }

60 BO BO BO

60 BO BO BO

60 BO BO BO

60 BO BO BO

1} The remote face of the concrete member shall be inspected to ensure there has been no break-through by drilling. In case of break-through the ground of the drill hole shall be elosed with high strength mortar. The full bonded length h. ,shall be aehieved and any potentialloss of injection mortar shall be eompensated .

hef

~I

~ '~~~'" " k, " ", ", ", <~~~>, ~ N "" ~" "" "" " L"m;"~ , , ,""', , " '/ '/ N ' = ~ -- ~ - 3. '-81 "",1-- 1- --I-- >..L_:_ ' 15'1- r-- -= ..,..", ..... -

~~ '&~~ Lth ~ " ,', "'~ "'" "'" "'" L'h % ~ ~' ' , " "" ' , , , , , , ,"""'-, , , , ,

I ho tfix

h


Intended use Annex 89 Installation parameters HB-VMZ-IG

Z54529.16 8.06.01-221/16


Deutsches Institut

für Bautechnik OlBt English translation prepared by DIBt

Installation instructions H8-VMZ-IG

Making and cleanlng of hammer drilled holes

1

2

3

4

Use Hammer drill or air drill with drill bit and depth gauge. Drill perpendicular to concrete surface.

HB-VMZ-IG MG - M12: Blow out drill hole from the bottom with Blow-out pump HB-VM-AP at least two tim es. The Extension Tube with reduced diameter must be added to the Blow-out pump lor the diameter M6.

HB-VMZ-IG M16 - M20: Connect MKT Air Blower HB-VM-ABP to compressed air (min. 6 bar, oil-free). Open air valve and blow out drill hole along the entire depth with back and forth motion at least two times.

Check diameter of Cleaning Brush HB-RB. II brush can be pushed into the drill hole without any resistance, it must be replaced. Chuck brush into drill machine. Turn on drill machine. Brush drill hole back and forth along the entire drill hole depth at least two tim es while rotated by drill machine.

HB-VMZ-IG M6 - M12: Blow out drill hole from the bottom with Blow-out pump H B-VM-AP at least two times. The Extension Tube with reduced diameter must be added to the Blow-out pump for the diameter M6.

HB-VMZ-IG M16 - M20: Connect Air Blower HB-VM-ABP to compressed air (min . 6 bar, oil-free). Open air valve and blow out drill hole along the entire depth with back and forth motion at least two times.

Making and cleanlng of diamond drilled holes

1

2

3

4

Use diamond drill with diamond drill bit and depth gauge. Drill perpendicular to concrete surface.

.... 11 Remove drill core at least up to the nominal hole depth and check drill hole depth.

Flushing 01 drill hole: Flush drill hole with water, starting from the bottom, until clear water gets out of the drill hole.

Connect Air Blower HB-VM-ABP to compressed air (min. 6 bar, oil-free). Open air valve and blow out drill hole along the entire depth with back and forth motion at least two times.


Intended use Installation instructions HB-VMZ-IG Drilling and cleaning

ZS4529.16

Annex 810

8.06.01 -221/16

Page 20 01 European Technical Assessment ETA-0710256 011 September 2016

Deutsches Institut

tür Bautechnik DlBt English lranslation prepared by DIBI

Injection

5

6

7

Setting of anchor

8

9

10

11

Check expiration date on HB-VMZ cartridge. Never use when expired. Remove cap lrom HB-VMZ cartridge. Screw Mixer Nozzle HB-VM-X on cartridge. When using a new cartridge always use a new Mixer Nozzle. Never use cartridge without Mixer Nozzle and never use Mixer Nozzle without helix inside.

Insert cartridge in dispenser. Belare injecting discard mortar (at least 2 lull strokes or a line 0110 cm) until it shows a consistent grey colour. Never use this mortar.

Prior to injection, check il Mixer Nozzle HB-VM-X reaches the boUom 01 the drill hole. II it does not reach the boUom, plug Mixer Extension HB-VM-XE onto Mixer Nozzle in order to lill the drill hole properly. Fill cleaned drill hole with a sufficient quantity 01 injection mortar. Start Irom the boUom 01 the drill hole and work out to avoid trapping air pockets.

Insert the anchor rod HB-VMZ-IG by hand, rotating slightly up to about 1 mm below the concrete surface in the drill hole. The anchor rod is properly set when excess mortar seeps Irom the hole. II the hole is not completely lilled, pull out anchor rod, let mortar eure, drill out hole and repeat the entire cleaning process.

Follow minimum cu ring time shown in Table B2 and Table B3. During cu ring time anchor rod must not be moved or loaded.

Remove excess mortar.

The lixture can be mounted after curing time. Apply installation torque T,"" according to Table B8 by using torque wrench .


Intended use Installation instructions HB-VMZ-IG Anchor installation

Z54529.16

Annex 811

8.06.01-221/16



Deutsches Institut


Table C1: Characteristic values tor tension loads, HB-VMZ-A MB - M12, cracked concrete, static and quasi-static action

Anehor size HB-VMZ-A 40 50 60 75 75 70 Bol 95 100~ 1110 MB MB M10 M10 M12 M12 M12 M12 M12 M12

Installation safety faetor Y2=Yinst [-] 1,0

Sieel failure

Charaeteristie tension Steel, zine plated [kN] 15 18 25 35 49 54 57

resistance NRk,s M, HCR [kN] 15 18 25 35 49 54 57

Partial safety faetor YM. [-] 1,5

Pull-oul

Characteristic resistance NRk,p 50'C I 80' C'I [kN] '1

in eonerete C20/25 72'C I 120'C'I [kN] 5 7,5 12 12 12 16 20 1 20 30 1 30

Inereasing faetor 'lle [-] (fck~;be )0,5

Conerete cone failure

Effeetive anehorage depth hef~ [mm] 40 50 60 75 75 70 80 1 95 1001110

Faetor ace, to CENITS 1992-4 !<C, [-] 7,2

Pull-out failure is not decisive 2) Maximum lang term temperature I Maximum short term temperature

Table C2: Characteristic values tor tension loads, HB-VMZ-A M16 - M24, cracked concrete, static and quasi-static action

90 105 125 145 160 115 170 190 170 200

Anchor slze HB-VMZ-A M20 M20 M24 M24 M16 M16 M16 M16 M16 M20 (LGI (LGI ' (LGI (LGI


Steel failure

Charaeteristie tension Steel, zine plated [kN] 88 95 111 97 96 188 222

resistance NRk,s M, HCR [kN] 88 95 111 97 114 165 194

Partial safety faetor YM. [-] 1,5 1,68 1,5 1,5

Pull-out

Charaeteristie resistanee 50'C 180'C'I [kN] 11

NRk,p in eonerete C20/25 72'C I 120'C'I [kN] 25 30 50 51 30 60 75

Inereasing faetor 'lie [-] (ck,cube )0,5 25

Concrele cone fallure

Effective anehorage depth hef~ [mm] 90 105 125 145 160 115 170 190 170 200

Factar ace, to CENITS 1992-4 !<C, [-] 7,2

Pull·out failure is not decisive 2) Maximum lang term temperature I Maximum short term temperature


Performance Annex C1 Charaeterislic values for tension loads, HB-VMZ-A in cracked concrete, slalie and quasi-slalie aelion

125 M12

30

125

225 M24 (LGI

225

Z54529.16 8.06.Q1 -221/16


Eng/ish translation prepared by D/Bt

Table C3: Characteristic values tor tension loads,

Deutsches Institut

tür Bautechnik DIBt

HB-VMZ-A MB - M12 in non-cracked concrete, static and quasi-static action

Anchor size HB-VMZ-A 40 50 60 I 75 75 70 80 95 100 110 125 M8 M8 Ml0 Ml0 M12 M12 M12 M12 M12 M12 M12

Installation safety factor Y2;Yinst [-] 1,0

Steel failure

Characteristic tension Steel, zinc plated [kNI 15 18 25 35 49 54 57

resistance NRk, s A4, HCR [kNI 15 18 25 35 49 54 57

Partial safety factor YM, [-I 1,5

Pull-out

50°C /80°C') [kNI 9 1) 1 ) 1) 40 1) 50 50 Characteristic resistance NRk,' in non-cracked concrete C20/25 72°C /120°C" [kNI 6 9 16 16 16 25 25 30 30 30

Splitting

Splitting for standard lhicknass of concrete mambar (The high er resistance of Gase 1 and Gase 2 may be applied.)

Standard thickness of concrete hStd ~ 2 hef [mml 100 120 1150 150 140 160 190 200 220 250

ease 1 (NoR k..C has to be replaced by NORk •• P)

Characteristic resistance in NORk,sP [kNI 7,5 9 16 I 20 20 20 1) 30 40 40 40 non-cracked concrete C20/25

Spacing (edge distance) Sct,SP (; 2 Cct,sp) [mml 3 h.f

Case 2

Spacing (edge distance) s",., (= 2 Ca,.,) [mml 6 h.f 5 h.f 17 h.f 7 h.f 5 h.f 3 h.f 5 h.f 4 h.f 6 h.f 5 h.f

Splitting for minimum thickness of concrete member (The higher resistanee of Case 1 and Case 2 may be applied,)

Minimum thickness of concrete hmin ~ [mml 80 100 110 110 110 125 130 140 160

ease 1 (NoR k..C has to be replaced by NORk .• P)

Characteristic resistance in NORk,SP [kNI 7,5 16 16 20 25 25 30 30 30 non-cracked concrete C20/25 -

Spacing (edge distance) Sct,SP (; 2 Ccr,sp) [mml 3 h.f - 3 h.f 3 h.f

Case2

Spacing (edge distance) s",., (= 2 Ca,.,) [mml 6 hef 7 her 6 her l7 her 7 h.f 7 h.f 6 h.f 7 h.f 6 h.f 6 h.f 6 h.f

Increasing factor for NRk,.and NORk". \l'C [-I (!c~e_)O.5

Concrete cone failure

Elfective anchorage depth her~ [mml 40 50 60 1 75 75 70 80 95 100 110 125

Factor acc, to CENITS 1992-4 kucr [-I 10,1

1) Pu li-out failure is not decisive 2) Maximum lang term temperature I Maximum short term temperature


Perfonnance Annex C2 Charaeteristie values for tension loads, HB-VMZ-A M8 - M12, non-cracked concrete, statie and quasi-statie action

Z54529.16 8.06.01-221 /16

Page 23 of European Teehnieal Assessment ETA-07/0256 of 1 September 2016

Eng/ish translation prepared by DIBt

Deutsches Institut

für Bautechnik OlBt

Table C4: Characteristic values for tension loads, HB-VMZ-A M16 - M24, non-cracked concrete, static and quasi-static action

90 105 125 145 160 116 170 190 170

Anehor size HB-VMZ-A M16 M16 M16 M16 M16 M20 M20 M20 M24 (LG) (LG) (LG)

Installation safety faetor "Y2=Ylnst [-I 1,0

Steel failure

Charaeteristie tension Steel, zine plated [kN] 88 95 111 111 97 96 188 188 222

resistance NRk,S A4, HCR [kN] 88 95 111 111 97 114 165 165 194

Partial safety faetor YM, [-I 1,5 1,68 1,5

Pull-out

Charaeteristie 50·C I 80·C " [kN] 1) 75 90 ')

resistance NRk,p in non-eraeked

72·C I 120·C 2) [kN] 25 35 50 50 53 40 75 75 95 eonerete C20/25

Splitting

Splitting for standard thiekness of eonerete (The higher resistanee of Ca se 1 .nd Case 2 rn.y be applied.)

Standard thiekness of hstd ~ 2 hef [mm] 180 200 250 290 320 230 340 380 340

concrete Case 1 (NORk.e has to be replaeed by N ORk.'P)

Characteristic resistance in NORk.SP [kN] 40 50 50 60 80 1) 115

non-eraeked eonerete C20/25 Spaeing

scr,sp (= 2 Cct,sp) [mm] 3 hof edQe distanee)

Case 2

Spaeing s".'P (-.o~ [mm] 4 hef 4 hof 4 hof 4 hof 4 hof 3 hof 3 hef 4 hof 3 hef edge distanee) Ce" Splitting for minimum thiekness of eonerete (The higher resistanee of Case 1 and Case 2 rnay be applied.)

Minimum thiekness of hmin ~ [mm] 130 150 160 180 200 160 220 240 220

concrete Case 1 (NORk.e has to be replaeed by N ORk.IP)

Characteristic resistance in NORk,SP [kN] 35 50 40 50 71 75 75 1)

non-eraeked eonerete C20/25 -Spaeing

scr,sp (= 2 Ccr,sp) [mm] 3 hof edge distanee)

Case 2

Spaeing scr,sp (= 2 Ccr.sp) [mm] 5 hof 5 hef 6 hof 5 hof 5 hof 5 hof 5,2 hof 4,4 hof 5,2 hof

edge distanee)

Inereasing faetor for NRk,p and NORk,SP

'Ile [-I (ck;ihe ) O,S

Conerete co ne fallure

Effeetive anehorage depth hef2!: [mm] 90 105 I 125 145 I 160 I 115 170 I 190 I 170

Faetor ace. to CENITS 1992-4 k,,, [-I 10,1

1) Pull-out failure is not deeisive 2) Maximum long term temperature I Maximum short term temperature


200 226 M24 M24 (LG) (LG)

222 222

194 194

1,5

1)

95 95

400 450

1) 140

3 hof 3,6 h"

260 290

115 115

4,4 h.f 4,4 h"

200 225

Performance Annex C3 Charaeteristie values for tension loads, HB-VMZ-A M16 - M24, non-cracked concrete, statie and quasi-statie action

Z54529.16 8.06.01-221/16

Page 24 01 European Technical Assessment ETA-07/0256 011 September 2016

Englis/l translation prepared by olBt

Deutsches Institut

tür Bautechnik

Table CS: Characteristic values for shear load, HB-VMZ-A MB - M12,

DIEt

cracked and non-cracked concrete, static and quasi-static action

Anehor size HB-VMZ-A 40 50 60 75 75 70 BO 96 100 110 126 MB MB M10 M10 M12 M12 M12 M12 M12 M12 M12


Steel fallure without lever arm

Charaeteristic Steel, zinc [kN] 14 21 34 plated

shear resistanee VRk,s A4, HCR [kN] 15 23 34

Partial safety faetor 1Ms [-] 1,25

Faetor for duetility k2 [-] 1,0

Steel fallure with lever arm

Steel, zinc [Nm] 30 60 105

Charaeteristie bending plated moments MO Rk,s

A4, HCR [Nm] 30 60 105

Partial safety faetor 1Ms [-] 1,25

Conerete pry-out fall ure Factor k ace, ETAG 001, An nex C or k, ace, k(3) [-] 2 CENITS 1992-4

Conerete edge failure

Effeetive length of anehor I, [mm] 40 50 60 75 75 70 80 95 100 110 125 in shear load

Diameter of anehor dnom [mm] 10 12 12 14


Performance Annex C4 Charaeteristie values for shear load, HB-VMZ-A MB - M12, cracked and non-cracked concrete, statie and quasi-statie action

Z54529.16 8.06.01-221/16



Deutsches Institut

für Bautechnik OIBt

Table C6: Characteristic values tor shear load, HB-VMZ-A M16 - M24, cracked and non-cracked concrete, static and quasi-static action

Anchor size HB-VMZ-A

Installation safety faetor "(2=tinst [-]

Steel fallure without lever arm

Charaeteristie Steel, zine

[kN] plated

shear resistanee VRk,s A4, HCR [kN)

Partial safety faetor YM, [-)

F aetor for d uetility k2 [-)


Charaeteristie Steel, zine [Nm]

bending moments plated MO

Rks A4, HCR [Nm)

Partial safety factor YMs [-I Conerete pry-out fallure Factor k ace. ETAG 001, Annex C or k, ace. k(3) [-) CENITS 1992-4

Conerete edge failure Effeetive length of I, [mm) anehor in shear load Diameter of anehor dnom [mm]

1) This value may only be applied if" ~ 0,5!,;,


Perfonmanee

90 106 126 M16 M16 M16

63

63

1,25

266

266

1,25

90 105 125

18

145 160 M16 M16

145 160

Size M20 + M24:

Charaeteristic values for shear load, HB-VMZ-A M16 - M24, cracked and non-cracked concrete, statie and quasi-statie action

Z54529.16

116 170 190

M20 M20 M20 (LG) (LG)

1,0

70 149 " (98)

131 " 86 (86) 1,4 1,25

1,0

392 519

454

1,4 1,25

2

115 170 190

22 24

170 200 225 M24 M24 M24 (LG) (LG) (LG)

178 " (141) 156 " (123) 1,25

896

784

1,25

170 200 225

26

Annex C5

8.06.01-221 /16



Deutsches Institut

für Bautechnik

I

DIEt

Table C7: Characteristic resistances for seismic loading

HB-VMZ-A M10 - M12 performance category C1 and C2

Tension loads

Anchor size HB-VMZ-A 60 75 75 70 80 95 100

Ml0 Ml0 M12 M12 M12 M12 M12

Installation safety factor 'Yi=Yinst I-I 1,0

Steel fallure, steel zlnc plated

Characteristic resistance Cl N Rk,s.seis,cl [kNI 25 35 49 54

Characteristic resistance C2 N Rk,s.seis,c2 [kNI 25 35 49 54

Steel fallure, stalnless steel A4, HCR

Characteristic resistance Cl N Rk,s,seis,Cl [kNI 25 35 49 54

Characteristic resistance C2 N Rk,s,seis,C2 [kNI 25 35 49 54

Partial safety factor YMs,seis [-I 1,5

Pu li-out

Characteristic 50' C I 80'C " [kNI 14,5 14,5 30,6 resistance Cl NRk.p.seis.cl

72'C I 120'C " [kNI 10,9 10,9 20,0

Characteristic 50' C I 80'C " [kNI 7,4 7,4 8,7 resistance C2 N Rk.p,seis,c2

72'C I 120'C " [kNI 5,1 5,1 6,5

Increasing facter for NRk,p,seis '1', [-I 1,0

Shear loads

Anchor size HB-VMZ-A 60 75 75 70 80 95 100 Ml0 Ml0 M12 M12 M12 M12 M12

Installation safety factor 'Y2=Yinst [-I 1,0

Steel failure without lever arm, steel zinc plated

Characteristic resistance Cl VRk,s.seis.Cl [kNI 11,8 27,2

Characteristic resistance C2 VRk,s,seis,c2 [kNI 12,6 27,2

Partial safety factor YMs,seis [-I 1,25

Steel failure without lever arm, stalnless steel A4, HCR

Characteristic resistance Cl V Rk,s,seis,C 1 [kN] 12,9 27,2

Characteristic resistance C2 V Rk,s,seis,C2 [kN] 13,8 27,2

Partial safety factor 'YMs,seis [-I 1,25

Steel failure with lever arm

Characteristic bending moment Cl MO Rk.s,seis.C 1 [Nm] no performance determined

Characteristic bending moment C2 MO Rk,s,seis,C2 [Nm] no performance determined

1) Maximum long term temperature I Maximum short term temperature


110 125 M12 M12

57

57

57

57

110 125 M12 M12

Performance Annex C6 Characteristic resistances tor selsmlc loading, HB-VMZ-A Ml0 - M12, performance category C1 and C2

Z54529.1 6 8.06. 01 -221 /16


English lranslation prepared by DIBI

Deutsches Institut


Table C8: Characteristic resistances for seismic loading

HB-VMZ-A M16 - M24 performance category C1 and C2

Tension loads

90 105 125 145 160 115 170 190 170 200 225

Anchor size HB-VMZ-A M20 M20 M24 M24 M24 M16 M16 M16 M16 M16 M20

(LG) (LG) (LG) (LG) (LG)

Installation safety factor Y2=Y,n51 H 1,0

Steel failure, steel zinc plated

Characteristic resistance C1 NRk,l,fiei5,Cl [kN] 88 95 111 97 96 188 222

Characteristic resistance C2 NRk,s,seis,C2 [kN] 88 95 111 97 96 188 222

Steel failure, stainless steel A4, HCR

Characteristic resistance C1 N Rk,s,sei5,C 1 [kN] 88 95 111 97 114 165 194

Characteristic resistance C2 N Rk,s,seis,C2 [kN] 88 95 111 97 114 165 194

Partial safety factor YMs,sei5 [-I 1,5 1,68 1,5 1,5

Pu li-out

Characteristic 50"C 180°C I, [kN] 30,6 43,7 30,6 88,2 90,7

resistance C1 NRk,p,5els,c1 72"C I 120"C 1) [kN] 20,0 38,5 20,0 55,8 59,3

Characteristic SO'C 180'C " [kN] 13,5 16,1 26,1 16,1 59,7 59,7

resistance C2 NRk,p,sei5,C2 1) [kN] 10,0 12,0 19,5 11,0 44,4 44,4 72'C I 120'C

Increasing tactor tor NRk,p,seifi 4'c [-I 1,0

Shear loads

90 105 125 145 160 115 170 190 170 200 225

Anchor size HB-VMZ-A M16 M16 M16 M16 M16 M20

M20 M20 M24 M24 M24 (LG) (LG) (LG) (LG) (LG)

Installation safety factor 'Y2=Yin51 [-I 1,0

Steel failure without lever arm, steel zinc plated

Characteristic V Rk,s,seis,C 1 [kN] 39,1 39,1 82,3 107

resistance C1 Characteristic

V Rk,s,seis,C2 [kN] 50,4 51,0 108,8 'I 154,9 'I

resistance C2 (71,5) (122,7) Partial safety factor YMs,seiS [-I 1,25 1,4 1,25 1,25

Steel fall ure without lever arm, stainless steel A4, HCR Characteristic

VRk,s,5eis,Cl [kN] 39,1 39,1 72,2 93 resistance C1 Characteristic

V Rk,s,seis,C2 [kN] 50,4 62,6 95,6 'I 135,7 'I

resistance C2 (62,8) (107)

Partial safety factor 'YMs,sei5 [-I 1,25 1,4 1,25 1,25

Steel failure with lever arm

Characteristic bending MO [Nm] no performance determined moment C1 Rk,s,seis,Cl

Characteristic bending MO [Nm] no performance determined moment C2 Rk,s,seis,C2

1) This value may only be applied if I, ~ 0,5 t,;..(see Annex C5)


Performance Annex C7 Characteristic resistances for seismic loading, HB-VMZ-A M16 - M24, performance category C1 and C2

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Table C9: Displacements under tension loads, HB-VMZ-A MS - M12

Anchor size HB-VMZ-A 40 60 60 75 75 70 80 95 100 110 125 M8 M8 M10 M10 M12 M12 M12 M12 M12 M12 M12

Tension load in eraeked eonerele N IkN] 4,3 6,1 8,0 11 ,1 11 ,1 10,0 12,3 15,9 17,1 19,8 24,0

Displacemenl ON. Imm] 0,5 0,5 0,5 0,6 0,6 0,6 0,6 0,6 0,6 0,7 0,7

ÖN", [mm] 1,3

Tension load in non-eraeked N [kN] 4,3 8,5 11,1 15,6 15,6 14,1 17,2 19,0 24,0 23,8 23,8

eonerele

Displaeemenl ON. [mm] 0,2 0,4 0,4 0,4 0,4 0,4 0,4 0,4 0,4 0,6 0,6

ONoo [mm] 1,3

Displaeemenls under seismie lension loads C2

Displacemenls for DLS ÖN.seis,C2(OlSl [mm] - - 1,0 1,0 1,3

Displaeemenls for ULS ÖN,seis,c2cUlSI [mm] - - 3,0 3,0 3,9

Table C10: Displacements under tension loads, HB-VMZ-A M16 - M24

90 105 125 145 160 115 170 190 170 200 225

Anchor size HB-VMZ-A M20 M20 M24 M24 M24 M16 M16 M16 M16 M16 M20

(LG) (LG) (LG) (LG) (LG)

Tension load in N [kN] 14,6 18,4 24,0 30,0 34,7 21,1 38,0 44,9 38,0 48,5 57,9

eracked conerele

Displaeemenl ON. [mm] 0,7 0,7 0,7 0,8 1,2 0,7 0,8 0,8 0,8 0,9 0,9

ON. [mm] 1,3 1,6 1,1 1,3 1,3

Tension load in N [kN] 20,5 25,9 33,0 35,7 48,1 29,6 53,3 63,0 53,3 67,9 81,1

non-eraeked conerele

Displacemenl ON. [mm] 0,6 0,6 0,6 0,6 0,8 0,5 0,6 0,6 0,6 0,6 0,6

ON. [mm] 1,3 1,6 1,1 1,3 1,3

Displacemenls under seismie lension loads C2

Displaeements ÖN,seiS,C2(OlS) [mm] 1,5 1,9 1,9

for DLS Displaeements

ÖN,seis,C2(UlSl [mm] 4,4 4,5 4,5 for ULS


Performance Annex CS

Displaeements under tension loads, HB-VMZ-A

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Deutsches Institut

für Bautechnik OIBt

Table C11: Displacements under shear loads HB-VMZ-A MB - M12

Anchor slze HB-VMZ-A 40 50 60 75 75 70 80 95 100 110 125 M8 M8 M10 M10 M12 M12 M12 M12 M12 M12 M12

Shear load V [kN] 8,3 13,3 19,3

Displacements Ove [mm] 2,4 2,5 2,9 3,3

Ov~ [mm] 3,6 3,8 4,4 5,0

Displacements under seismic shear loads C2

Displacements Öv,se is.c 2(DLS) [mm] - - 2,1 2,5 for DLS

Displacements Ov.seiS,C2(UlS) [mm] - - 3,7 5,1 for ULS

Table C12: Displacements under shear loads HB-VMZ-A M16 - M24

90 105 126 145 160 116 170 190 170 200 225

Anchor slze HB-VMZ-A M16 M16 M16 M16 M16 M20

M20 M20 M24 M24 M24 (LG) (LG) (LG) (LG) (LG)

Shear load V [kN] 36 44 75 89

(49) (71)

Ove [mm] 3,8 3,0 4,3 4,6

(3,0) (3,5) Displacements

6,5 6,9 Ov. [mm] 5,7 4,5 (4,5) (5,3)

Displacements under seismic shear loads C2

Displacements Öv,l e is ,C2{DLS) [mm] 2,9 3,5 3,7 for DLS

Displacements ÖV,l eiS,C2(ULS) [mm] 6,8 9,3 9,3

for ULS


Perfonnance Annex C9 Displacements under shear loads, HB-VMZ-A

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tür Bautechnik

I

DIBt

Table C13: Characteristic values for tension load, HB-VMZ-IG , cracked concrete

Anchor size HB-VMZ-IG 40 50 60 75 70 80 90 105 125 115 170 170 M6 M6 M8 M8 M10 M10 M12 M12 M12 M16 M16 M20

Installation safety facter Y2=Yinst [-] 1,0

Steel failure

Characteristic Steel, zinc plated [kN] 15 16 19 29 35 67 52 125 lOB tension resistance NRk,& M, HCR [kN] 11 19 21 33 47 65 BB 94

Partial safety factor 1M, [-] 1,5

Pull-out Characteristic resistance 50'C I BO'C 2) [kN] 'I

NRk,p in cracked concrete 72'C 1120'C 2) [kN] 5 7,5 12 16 20 20 30 50 30 60 75 C20/25

Increasing factor 410 [-] (fCk;~bC ) 0,5

Concrete cone failure

Effective ancherage depth h.f [mm] 40 50 60 75 70 BO 90 105 125 115 170 170

Factor according to CENITS 1992-4 ka [-] 7,2

1) Pull-out failure is not decisive 2) Maximum lang term temperature I Maximum short term temperature


Performance Annex C10 Characteristic values for tension load, HB-VMZ-IG, cracked concrete

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Deutsches Institut


Table C14: Characteristic values for tension load, HB-VMZ-IG, non-cracked concrete

Anchor size HB-VMZ-IG 40 50 60 75 70,1 80 9O~1105~1125 115 170 170 M6 M6 M8 M8 M10 M10 M12 M12 M12 M16 M16 M20

Installation safety factor Y2;Yinst [-] 1,0

Steel failure

Characteristic Steel, zinc plated [kN] 15 16 19 29 35 67 52 125 108 tension resistance NRk.s A4, HCR [kN] 11 19 21 33 47 65 BB 94

Partial safety factor YM, [-] 1,5

Pull-out

Characteristie resistance 50°C I BO°C 2) [kN] 9 1) 1)

NRk,p in non-eraeked 72°C 1120°C 2) 16 I 25 25 I 35 I 50 concrele C20/25 [kN] 6 9 16 40 75 95

Splitting

Splitting for standard thlckness of concrete (The higher resistance of Gase 1 and Gase 2 may be applied.)

Standard thickness of concrete h.ld ~ 2h.f I[mmll 100 112011501140]160 1BO 1200 1250 230 340 340

Case 1 (NORk.e has to be replaced by NOR I<. IP)

Charaeteristic resistanee in NORk.Sp [kN] 7,5 9 16 20 20 I 1) 40 I 50 I 50 1) 1)

concrete G20/25

Spacing (edge distance) scr,sp (= 2 Ccr.sp) [mm] 3 h.f

Case 2

Spacing (edge distance) scr.sp (; 2 Cct,sp) [mm] 6h.f 6h.f 5h.f 7h.f 5h" 1 3h.f 4hef I 4hef I 4hef 3hef 3hef 3hef

Splitting for minimum thlckness of concrete (The higher resistance of Gase 1 and Gase 2 may be applied.)

Minimum thiekness of eonerete hmin ::: [mm] BO 100 110 110 13011501160 160 220 220 Case 1 (NoRk.C has to be replaced by NORk.'P)

Charaeteristic resistance NORk,SP [kN] 7,5 16 20 I 25 35 I 50 I 40 75 1)

in concrete G20125 - -

Spacing (edge distance) scr.sp (= 2 Ccr,sp) [mm] 3 h" Case2

Spacing (edge distance) scr.sp (= 2 Ccr.sp) [mm] 6 h.f 7 h.f 6 h.f 7 h.f 7 hol 16 h.f 5 h.,[ 5 h.,[ 6 h.f 5 h.f 5,2h.f 5,2h.

Increasing factor IjJc [-] (clt.CUbe )0,5

for NRk.P and NORk,IlP 2S

Concrete cone fallure

Effective anchorage depth h.f [mm] 40 50 60 75 70 1 BO 90 1105 1125 115 170 170

Factor according to GENITS 1992-4 k", [-] 10,1

I) Pull-out (ailure is not decisive 2) Maximum lang term temperature I Maximum short term temperature


Performance Annex C11 Characteristic values for tension loads, HB-VMZ-IG, non-cracked concrete

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für Bautechnik

Table C15: Characteristic values for shear load, HB-VMZ-IG, cracked and non-cracked concrete

Anehor size HB-VMZ-IG 40 60 50 76 70 80 90 M5 M5 M8 M8 Ml0 M10 M12

Installation safety factor Y2=Yinst [-I 1,0

Steel failure without lever arm

Characteristic Steel, zinc plated [kNI 8,0 9,5 15 18 shear resistance VRk.$ A4, HCR [kNI 5,5 9,5 10 16


Factor for ductility k, [-I 1,0


Characteristic bending Steel, zinc plated [kN] 12 30 60 moments MO Rk.s A4, HCR [kN] 8,5 21 42


Conerete pry-out failure Factor k acc. ETAG 001, Annex C or k, acc. kl,) [-I 2 CENITS 1992-4

Conerete edge failure Elfective length of anchor in I, [mm) 40 50 60 75 70 80 90 shear load Diameter of anchor d nom [mm) 10 12 14

Table C16: Displacements under tension loads, HB-VMZ-IG

Anehor size HB-VMZ-IG 40 60 50 76 70 80 90 M5 M5 M8 M8 Ml0 M10 M12

Tension load in craeked conerete N [kN] 4,3 6,1 8,0 11,1 10,0 12,3 14,6

Displacement 8NO [mm] 0,5 0,5 0,6 0,6

8N. [mm] 1,3

Tension load in non-eraeked concrete N [kN] 4,3 1 8,5 111,1115,6114,1 17,2 20,5

Displacement 8NO [mml 0,2 1 0,4 1 0,4 1 0,4

8N. [mm] 1,3

Table C17: Displacements under shear loads, HB-VMZ-IG

Anehor size HB-VMZ-IG 40 60 50 76 70 80 90 M5 M5 M8 M8 Ml0 Ml0 M12

Shear load V [kN] 4,6 5,4 8,4 10,1 Steel, zine plated

Displacement Svo [mm] 0,4 0,5 0,4 0,5

8v• [mm] 0,7 0,8 0,7 0,8

Shear load V [kN] 3,2 5,4 5,9 9,3 Slainless steel A41 HCR

Displacement Svo [mm] 0,3 0,5 0,3 0,5

8v. [mm] 0,4 0,7 0,5 0,7


Performance

DIBt

106 126 M12 M12

34

24

105

74

105 125

18

106 126 M12 M12

18,4 24,0

0,7

25,9133,0 0,6

105 125 M12 M12

19,3

1,2

1,9

13,5

0,9

1,4

Characteristic values tor shear load, HB-VMZ-IG, cracked and non-eraeked concrete, Displacements

Z54529.16

116 170 170 M15 M15 M20

26 63 54

32 44 47

212 266 519

187 187 365

.

115 170 170

22 24 26

116 170 170 M15 M15 M20

21 ,1 38,0 38,0

0,7 0,8 0,8

1,1 1,3 1,3

29,6 53,3 53,3

0,5 0,6 0,6

1,1 1,3 1,3

115 170 170 M15 M15 M20

14,8 35,8 30,7

0,8 1,9 1,2

1,2 2,8 1,9

18,5 25,2 26,9

1,0 1,4 1,1

1,5 2,1 1,6

Annex C12

8.06.01-221/16

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