ETA HB-E ES-U 01-13 - HALFENThe Halfen Drop-in Anchor HB-E I ES is an anchor made of galvanised...

HALFEN ANCHOR BOLT SYSTEMS

CONCRETE

ETA_HB-E_ES-U 01/13-E

Deutsches Institut für Bautechnik

Zulassungsstelle für Bauprodukte und Bauarten

Bautechnisches Prüfamt

*

Deutsches Institut

für Bautechnik BIEt

Eine vom Bund und den Ländern * * gemeinsam getragene Anstalt des öffentlichen Rechts

Kolonnenstraße 30 B 0-10829 Berlin Tel.: + 49 30 78730-0 Fax: +493078730-320 E-Mail: [email protected] www.dibt.de

Author'ised * end notlfied accorclng "* toArticle 10 of the Council

Dlrective of 21 December 1988 * on tha approximation of laws, * regulations end administrative

provisions of Member states * relating to constructlon * products (89/106JEEC)

* * *

Mitglied der EOTA

Member of EOTA

English translation prepared by DIBt - Original version in German language

Handelspez:eichnLing . Tradename

Zi.llassungsiohaber· Holder of approval

Zula$$Ungsgegerista~d undVerwendungszweck

G,!in"ric tyP" afJduse ofcoQsfrllr;tion·.prodl!ct

(jE!ltuh~SdaÜElr: . VaJidity: .

<"'.:,:\ '

HElr$t~lI,«erki ..•..•••• ". Manutactllringp/ant

. vom (rom !:lls l(i<

Die.$~ZUI~$llU~glJ~fasst This Approval contains

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Diese.ZIlI~sSl!ng·~rsetit Tl1is ApprovliIl rep/aces

Z5977.13

Halfen Einschlaganker HB-E I ES

Ha/fen Drop-in Anchor HB-E I ES

Halfen GmbH Liebigstraße 14 40764 Langenfeld DEUTSCHLAND

Wegkontrolliert spreizender Dübel aus galvanisch verzinktem oder nichtrostendem Stahl in den Größen M6, M8, M10, M12, M16 und M20 zur Verankerung im ungerissenen Beton

Deformation-controlled expansion anchor made of galvanised or stain/ess steel of sizes M6, M8, M10, M12, M16 and M20 for use in non-cracked concrete

31 January 2013

10 September 2017

Halfen Herstellwerk HB1

18 Seiten einschließlich 10 Anhänge 18 pages inc/uding 10 annexes

ETA-07/0251 mit Geltungsdauer vom 29.09.2008 bis 01.10.2013 ETA-07/0251 with validity from 29.09.2008 to 01.10.2013

Europäische Organisation für Technische Zulassungen

European Organisation for Technical Approvals

8.06.01-501/12

Deutsches Institut

für Bautechnik ~IBt

European technical approval ETA-07/0251 Page 2 of 18131 January 2013 English translation prepared by DISt

LEGAL BASES AND GENERAL CONDITIONS

1 This European technical approval is issued by Deutsches Institut für Bautechnik in accordance

2

3

4

5

6

2 , 4 , ,

Z5977.13

with:

Council Directive 89/106/EEC of 21 December 1988 on the approximation of laws, regulations and administrative provisions of Member States relating to construction products' , modified by Council Directive 93/68/EEC2 and Regulation (EC) W 1882/2003 of the European Parliament and of the Council';

Gesetz über das In-Verkehr-Bringen von und den freien Warenverkehr mit Bauprodukten zur Umsetzung der Richtlinie 89/106/EWG des Rates vom 21. Dezember 1988 zur Angleichung der Rechts- und Verwaltungsvorschriften der Mitgliedstaaten über Bauprodukte und anderer Rechtsakte der Europäischen Gemeinschaften (Bauproduktengesetz - BauPG) vom 28. April 199ff, as amended by Article 2 ofthe law of 8 November 2011';

Common Procedural Rules for Requesting, Preparing and the Granting of European technical approvals set out in the Annex to Commission Decision 94/23/EC';

Guideline for European technical approval of "Metal anchors for use in concrete - Part 4: Deformation controlled expansion anchors", ETAG 001-04.

Deutsches Institut für Bautechnik is authorized to check whether the provisions of this European technical approval are met. Checking may take place in the manufacturing plant. Nevertheless, the responsibility for the conformity of the products to the European technical approval and for their fITness for the intended use remains with the holder of the European technical approval.

This European technical approval is not to be transferred to manufacturers or agents of manufacturers other than those indicated on page 1, or manufacturing plants other than those indicated on page 1 of this European technical approval.

This European technical approval may be withdrawn by Deutsches Institut für Bautechnik, in particular pursuant to information by the Commission according to Article 5(1) of Council Directive 89/106/EEC.

Reproduction of this European technical approval including transmission by electronic means shall be in full. However, partial reproduction can be made with the written consent of Deutsches Institut für Bautechnik. In this case partial reproduction has to be designated as such. Texts and drawings of advertising brochures shall not contradict or misuse the European technical approval.

The European technical approval is issued by the approval body in its official language. This version corresponds fully to the version circulated within EOTA. Translations into other languages have to be designated as such.

Official Journal cf the European Communities L 40, 11 February 1989, p. 12 Official Journal of the European Communities L 220, 30 August 1993, p. 1 Official Journal cf the European Union L 284, 31 October 2003, p. 25

Bundesgesetzb/aff Teil/199B, p. 812 Bundesgesetzb/aff Teil/ 2011, p. 2178 Official Journal ofthe European Communities L 17, 20 January 1994, p. 34

8.06.01-501/12

Deutsches Institut


European technical approval ETA-07/0251 Page 3 of 18131 January 2013 English translation prepared by DIBt

11 SPECIFIC CONDITIONS OF THE EUROPEAN TECHNICAL APPROVAL

1 Definition of product and intended use

1.1 Definition of the construction product

The Halfen Drop-in Anchor HB-E I ES is an anchor made of galvanised steel in sizes M6, M8, M8x40, M10, M10x30, M12, M12x80, M16, M16x80 and M20, made of stainless steel in sizes M6, M8, M8x40, M10, M12, M12x80, M16, M16x80 and M20 or made of high corrosion resistant steel in sizes M6, M8, M8x40 and M10. The anchor is placed into a drilled hole and anchored by deformation-controlled expansion.

The product (types, sizes) and an illustration of the installed anchor are given in Annex 1 .

The fixture shall be anchored with a fastening screw or threaded rod according to Annex 4.

1.2 Intended use

25977.13

The anchor is intended to be used for anchorages for which requirements for mechanical resistance and stability and safety in use in the sense of the Essential Requirements 1 and 4 of Council Directive 89/106 EEC shall be fulfilled and failure of anchorages made with these products would cause risk to human life and/or lead to considerable economic consequences. The anchor is to be used only for anehorages subject to statie or quasi-statie loading in reinforced or unreinforeed normal weight eoncrete of strength classes C20/25 at minimum and C50/60 at most according to EN 206-1:2000-12.

The an chor may be anchored in non-cracked concrete only.

Halfen Drop-in Anchor made of galvanised steel:

The an chor made of galvanised steel may only be used in structures subject to dry internal conditions.

Halfen Drop-in Anchor made of stainless steel:

The anchor made of stainless steel may be used in structures subject to dry internal conditions and also in structures subject to external atmospheric exposure (including industrial and marine environment), or exposure in permanentiy damp internal conditions, if no particular aggressive conditions exist. Such particular aggressive conditions are e.g. permanent, alternating immersion in seawater or the splash zone of seawater, chloride atmosphere of indoor swimming pools or atmosphere with extreme chemical pollution (e.g. in desulphurization plants or road tunnels where de-icing materials are used).

Halfen Drop-in an chor made of high corrosion resistant steel:

The anchor made of high corrosion resistant steel may be used in structures subject to dry internal conditions and also in structures subject to external atmospheric exposure, in permanently damp internal conditions or in other particular aggressive conditions. Such particular aggressive conditions are e.g. permanent, alternating immersion in seawater or the splash zone of seawater, chloride atmosphere of indoor swimming pools or atmosphere with chemical pollution (e.g. in desulphurization plants or road tunnels where de-icing materials are used).

8.06.01-501/12

Deutsches Institut

für Bautechnik BIBt

European lechnical approval ETA-07/0251 Page 4 of 18131 January 2013 English translation prepared by DISt

The provisions made in this European technical Approval are based on an assumed intended working life of the anchor of 50 years. The indications given on the working life cannot be interpreted as a guarantee given by the producer. but are to be regarded only as a means for choosing the right products in relation to the expected economically reasonable working life of the works.

2 Characlerislics of producl and melhods of verificalion

2.1 Characlerislics of producl

The anchor corresponds to the drawings and provisions given in Annex 2. The characteristic material values, dimensions and tolerances of the anchor not indicated in Annex 2 shall correspond to the respective values laid down in the technical documentation7 of this European technical approval. The characteristic values for the design 01 the anchorages are given in Annex 5 to 8.

Each anchor is marked according to Annex 2 with the identilying mark 01 the producer, the anchor identity and the thread size. Each anchor made of stainless steel is marked with the additionalletters "A4" and each anchor made of high corrosion resistant steel is marked with the additionalletters "HCR".

The an chor shall only be packaged and supplied as a complete uni!.

2.2 Melhods of verificalion

7

Z5977.13

The assessment of fitness of the an chor for the intended use in relation to the requirements for mechanical resistance and stability and safety in use in the sense of the Essential Requirements 1 and 4 has been made in accordance with the "Guideline lor European technical approval of Metal Anchors for Use in Concrete", Part 1 "Anchors in general" and Part 4 "Delormation-controlled expansion anchors" on the basis of Option 7. In addition to the specific clauses relating to dangerous substances contained in this European technical approval, there may be other requirements applicable to the products falling within its scope (e.g. transposed European legislation and nationallaws, regulations and administrative provisions). In order to meet the provisions of the Construction Products Directive, these requirements need also to be complied with, when and where they apply.

The technical documentation of this European technical approval is deposited at the Deutsches Institut für Bautechnik and, as far as relevant for the tasks of the approved bodies involved in the attestation of conformity procedure, is handed over to the approved bodies.

8.06.01·501/12

Deutsches Institut


European technical approval ETA-07/0251 Page 5 of 18131 January 2013 English translation prepared by DIBt

3 Evaluation and attestation of conformity and CE marking

3.1 System of attestation of conformity

According to the decision 96/582/EG of the European Commission' the system 2(i) (referred to as System 1) of attestation of conformity applies.

This system of attestation of conformity is defined as folIows:

System 1: Certification of the conformity of the product by an approved certification body on the basis of:

(a) Tasks for the manufacturer:

(1) factory production control; (2) further testing of sam pies taken at the factory by the manufacturer in accordance

with a prescribed control plan; (b) Tasks for the approved body:

(3) initial type-testing of the product; (4) initial inspection of factory and of factory production control; (5) continuous surveillance, assessment and approval of factory production contro!.

Note: Approved bodies are also referred to as "notified bodies".

3.2 Responsibilities

3.2.1 Tasks of the manufacturer

3.2.1.1 Factory production control

The manufacturer shall exercise permanent internal control of production. All the elements, requirements and provisions adopted by the manufacturer shall be documented in a systematic manner in the form of written policies and procedures, including records of results performed. This produclion control system shall ins ure that the product is in conformity with this European technical approval.

The manufacturer may only use initial I raw I constituent materials stated in the technical documentation of this European technical approval.

The factory production control shall be in accordance with the control plan which is part of the technical documentation of this European technical approval. The control plan is laid down in the context of the factory production control system operated by the manufacturer and deposited at Deutsches Institut für Bautechnik.'

The results of factory production control shall be recorded and evaluated in accordance with the provisions of the control plan.

3.2.1.2 Other tasks of manufacturer

, ,

Z5977.13

The manufacturer shall, on the basis of a contract, involve a body which is approved for the tasks referred to in section 3.1 in the field of anchors in order to undertake the actions laid down in section 3.2.2. For this purpose, the control plan referred to in sections 3.2.1.1 and 3.2.2 shall be handed over by the manufacturer to the approved body involved.

The manufacturer shall make a declaration of conformity, stating that the construction product is in conformity with the provisions of this European technical approval.

Official Journal 01 the European Communities L 254 01 08.10.1996 The contral plan is a confidential part cf the documentation cf the European technical approval, but not published together with the European technical approval and only handed over to the approved body involved in the procedure cf attestation cf conformity. See section 3.2.2.

8.06.01·501/12

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European lechnical approval ETA-07/0251 Page 6 of 18 I 31 January 2013 English translation prepared by DISt

3.2.2 Tasks of approved bodies

The approved body shall perform the lollowing tasks in accordance with the provisions laid down in the control plan:

initial type-testing 01 the product,

- initial inspection 01 lactory and 01 lactory production control,

- continuous surveillance, assessment and approval 01 lactory production control. The approved body shall retain the essential points 01 its actions relerred to above and state the results obtained and conclusions drawn in a written report.

The approved certification body involved by the manulacturer shall issue an EC certificate 01 conlormity 01 the product stating the conlormity with the provisions 01 this European technical approval.

In cases where the provisions 01 the European technical approval and its control plan are no longer lullilled the certification body shall withdraw the certificate 01 conlormity and inlorm Deutsches Institut für Bautechnik without delay.

3.3 CE marking

The CE marking shall be affixed on each packaging 01 anchors. The leiters "CE" shall be lollowed by the identilication number 01 the approved certification body, where relevant, and be accompanied by the lollowing additional inlormation:

the name and address 01 the holder 01 the approval (legal entity responsible lor the manulacturer),

the last two digits 01 the year in which the CE marking was affixed,

the number 01 the EC certificate 01 conlormity lor the product,

the number 01 the European technical approval,

the number 01 the guideline lor European technical approval,

use category (ETAG 001-1, Option 7),

size.

4 Assumptions under which the fitness of the product for the intended use was favourably assessed

4.1 Manufacturing

Z5977.13

The European technical approval is issued lor the product on the basis 01 agreed data/inlormation, deposited with Deutsches Institut für Bautechnik, which identifies the product that has been assessed and judged. Changes to the product or production process, which could result in this deposited data/inlormation being incorrect, should be notilied to Deutsches Institut lür Bautechnik belore the changes are introduced. Deutsches Institut lür Bautechnik will decide whether or not such changes affect the European technical approval and consequently the validity 01 the CE marking on the basis 01 the European technical approval and il so whether lurther assessment or alterations to the European technical approval shall be necessary.

8.06.01-501/12

Deutsches Institut


European technical approval ETA-07/0251 Page 7 of 18 I 31 January 2013 English translation prepared by DIBt

4.2 Design of anchorages

The fitness of the anehor for the intended use is given under the following eonditions:

The anehorages are designed either in aeeordanee with the

"Guideline for European teehnieal approval of Metal Anehors for use in eonerete", Annex C, method A

or in aeeordanee with the

CEN/TS 1992-4-4 "Design of fastenings for use in eonerete", Part 4-4: "Post-installed fasteners - Meehanieal systems", design method A,

under the responsibility of an engineer experieneed in anehorages and eonerete work. A mixture of the design methods is not allowed.

Verifiable ealeulation notes and drawings are prepared taking aeeount of the loads to be anehored.

The position of the anehor is indieated on the design drawings (e.g. position of the anehor relative to reinforeement or to supports).

The strength class and the length of the fastening serew or threaded rod shall be defined by the designing engineer. The ehoiee of the length shall aeeount for the available thread length, the minimum serewing depth, the thiekness of fixture and toleranees of member and fixture. The strength elass and the minimum serewing depth of the fastening serew or threaded rod shall be met the requirements aeeording to Annex 4.

4.3 Installation of anchors

Z5977.13

The fitness for use of the anehor ean only be assumed if the anehor is installed as folIows:

Anehor installation earried out by appropriately qualilied personnel and under the supervision 01 the person responsible lor teehnieal matters of the site.

Use 01 the anehor only as supplied by the manulaeturer without exehanging the eomponents of an an chor.

Anehor installation in aeeordanee with the manulaeturer's speeilieations and drawings and using the appropriate tools;

Checks belore plaeing the anehor to ensure that the strength elass 01 the eonerete in whieh the an chor is to be plaeed is in the range given and is not lower than that 01 the eonerete to whieh the eharaeteristie loads apply.

Check 01 eonerete being weil eompaeted, e.g. without signifieant voids.

Edge distanee and spaeing not less than the speeified values without minus toleranees.

Positioning 01 the drill holes without damaging the reinloreement.

Drill hole by hammer drilling only.

In ease 01 aborted hole: new drilling at a minimum distanee away 01 twiee the depth of the aborted hole or smaller distanee il the aborted drill hole is filled with high strength mortar and if under shear or oblique tension load it is not in the direction of load application.

Cleaning of the hole 01 drilling dust.

Anehor installation ace. to manufaeturer's instructions given in Annex 10.

Anchor expansion by impact on the cone using the manual setting tools given in Annex 3. The an chor is properly set il the stop 01 the setting tool reaches the expansion sleeve. The setting tool for marking leaves a visible mark on the sleeve as iIIustrated in Annex 3.

The lastening screw or threaded rod shall correspond to the requirements given in Annex 4.

8.06.01·501/12

Deutsches Institut

für Bautechnik DIBt

European technical approval ETA·07/0251 Page 8 of 18131 January 2013 English translation prepared by DIBt

Installation torque moments are not required for functioning of the anchor. However, the torque moments given in Annex 4 must not be exceeded.

5 Responsibility of the manufacturer

It is in the responsibility of the manufacturer to ensure that the information on the speeifie conditions according to 1 and 2 including Annexes referred to as weil as sections 4.2 and 4.3 is given to those who are eoncerned. This information may be made by reproduction of the respective parts of the European technical approval. In addition all installation data shall be shown clearly on the package and/or on an enclosed instruction sheet, preferably using iIIustration(s ).

The minimum data required are:

drill bit diameter,

thread diameter,

minimum effective anchorage depth, available thread length and minimum screwing depth of the fastening screw

minimum hole depth,

torque moment,

information on the installation procedure, including cleaning of the hole, preferably by means of an illustration,

reference to any special installation equipment needed,

identification of the manufacturing bateh.

All data shall be presented in a clear and explicit form.

Andreas Kummerow beglaubigt:

p. p. Head of Department Lange

Z5977.13 8.06.01-501/12

Page 9 of European technical approval ETA·07/0251 of 31 January 2013

English translation prepared by DISt

Anchor size

E M6

E M8

E M8x40

E M10 -EJ&::;;]-

E M12 hJa· E M12x80

E M16

E M16x80

E M20

Halfen Drop-in Anchor HB-E I ES

Product and intended use

Z6394.13

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Deutsches Institut

für Bautechnik

ESM8 -ETa ES M8x40 -EF"~d

ES M 1 Ox30 . &=J: 1;;]1·· (only galvanlsed)

ES M10 -tJ5=;=:n,;--J-

IDIBt

ES M12 -H~-Jbv3

ES M16

Lsd

hef = ho

~ ~ ~ ~ ~ .

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Annex 1

8.06.01-501/12

Page 10 of European technical approval ETA-07/0251 of 31 January 2013

Engfish translation prepared by DIBt

Anchor sleeve Marking: e.g.: <> E M8

<> Identifying mark of manufacturing plant

E Anchor identity M8 Size of thread

lH I

A4

HCR

Deutsches Institut

für Bautechnik

add itional marking

BIEt

of stainless steel A4

additional marking of high corrosion resistant steel HCR

Cone 1-:--I ---I[] ~ Size M6 and M10x30

- - -l I

rn~ L lth i- LK

lH

I I SizeM8-M20

r ----, lli ~ - - -L I L

lth I Table 1: Dimensions (mm]

Anchor sleeve Cone Anchor size thread 0b LH L,h 0k LK

M6 M6 8 30 13 5.0 13

M8 M8 10 30 13 6.5 12

M8x40 M8 10 40 20

M10x30 M10 12 30 12 8.2 12

M10 M10 12 40 15 8.2 16

M12 M12 15 50 18 10.3 20

M12x80 M12 15 80 45

M16 M16 19.7 65 23 13.8 29

M16x80 M16 19.7 80 38

M20 M20 24.7 80 34 16.5 30

Table 2: Designation of anchor parts and material

Part Designation Steel, zinc plated Stainless steel A4 High corrosion resistant steel HeR

Cold formed or Stainless steel, 1.4401, 1.4404,

Stainless steel, 1.4529, 1.4571, 1.4362, EN 10088,

1 Anchor sleeve machining steel, zinc 1.4565, EN 10088, Property plated, EN ISO 4042

Property class 70, ace. to class 70, ace. to EN ISO 3506

EN ISO 3505

2 Cone Steel for cold forming Stainless steel, 1.4401, 1.4404, 1.4571, 1.4362, EN 10088 ace. to EN 10263-2

Halfen Drop-in Anchor HB-E / ES

Dimensions, Annex 2

Designation of anchor parts and materials

Z6394.13 8.06.01-501/12


English translation prepared by DIBt

Setting tool for marking

Marking:

Deutsches Institut

für Bautechnik

t 9 I e.g. <> M E M8 Machine setting tool

~ gbt~l~f j·~~-=t~--=--=:ll:-i -::::::--3--" ~I J i :-1 _______ ...11 U

Verification of correct installation with setting tool marking

The setting toolleaves a visible marking after correct installation.

Setting tool Marking:

I

\ I , I "

I I

-~, , ,

, ,

~,~~-' _":.,-- -'--, , -~-

[

z.B. <> EM8 Machine setting tool

Table 3: Dimensions of setting tools [mm]

Anchor size 0m f 9

M6 4.9 17 27

M8 6.4 18 28

M8x40 6.4 28 38

M10x30 8.0 18 28

M10 8.0 24 34

M12 10.0 30 40

M12x80 10.0 60 70

M16 13.5 36 46

M16x80 13.5 51 61

M20 16.5 50 60


Dimensions of setting tools and verification of correct installation

26394.13

ViewA

ViewB

Annex 3

8.06.01-501/12



Table 4: Installation parameters

Anchor size

Depth of drill hole ha = [mm]

Drill hole diameter da = [mm] Cutting diameter of

deut ::; [mm] drill bit Max. installation torque '} T < rNml Diameter of clearance

df :::; [mm] hole in the fixture

Available thread length L'h [mm]

Minimum screw-in depth Lsdmin [mm]

Steel, zinc plated

Minimum thickness of hm1n [mm]

member Minimum spacing Smln [mm]

Minimum edge distance emin [mm]

Stainless steel A4, HCR Minimum thickness of

hmin [mm] member Minimum spacing Smin [mm]

Minimum edge distance emin [mm]

M6 M8

30 30

8 10

8.45 10.45

4 8

7 9

13 13

7 9

100 100

55 60

95 95

100 100

50 60

80 95

M8x40 M10x30

40 30

10 12

10.45 12.5

8 15

9 12

20 12

9 10

100 120

80 100

95 115

100 -80 -95 -

Deutsches Institut

für Bautechnik

M10 M12

40 50

12 15

12.5 15.5

15 35

12 14

15 18

11 13

120 130

100 120

135 165

130 140

100 120

135 165

BIBt

M12x80 M16

80 65

15 20

15.5 20.55

35 60

14 18

45 23

13 18

130 160

120 150

165 200

140 160

120 150

165 200

1) If the screw or threaded rod is otherwise secured against unscrewing, the torque can be omitted. h

I I •. ~" -' / / / .,' '0 J -<" '>",/ >, /~ ". ... ,',' :.' Screw . ..' .,' ,,' ,_- tL (threaded rod) ..- ... / W·' .<,/ ;;/', / ~ ~)~ /;-:;::

Lsd hef = ho

M16x80 M20

80 80

20 25

20.55 25.55

60 120

18 22

38 34

18 22

160 200

150 160

200 260

160 250

150 160

200 260

Requirements of the fastening screw or the threaded rod and nut according to the engineering documents:

• Minimum screw-in depth LS<Jm'o see Table 4

• The length of screw or the threaded rod shall be determined depending on the thickness of fixture t", available thread length L'h (= maximum screw-in depth) and the minimum screw-in depth L'dm'o.

• As " 8 % duetility

Steel, zinc plated

• Property elass 4.6/5.6/5.8 or 8.8 according to EN ISO 898-1 or EN 20898-2

Stainless steel A4

• Material 1.4401 ; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362 EN 10088

• Property elass 70 or 80 according to EN ISO 3506

High corrosion resistant steel (HCR)

• Material 1 .4529; 1 .4565 EN 10088

• Property class 70 or 80 according 10 EN ISO 3506


Annex 4 Installation parameters

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Page 13 01 European technical approval ETA·07/0251 0131 January 2013


Deutsches Institut

für Bautechnik UIBt

Table 5: Design method A according to ETAG 001, Annex C - Characteristic values tor tension loads

Anchor size M6 1) I MB 1) MBx40 Ml0x30 1) I M10 M12 M16 ,I M12xBO M16xBO M20

Steel failure, Steel zinc plated Characteristic resistance Steel4.6 NRk,s [kN] 8.0 \ 14.6 23.2 33.7 62.8 \ 98.0

Partial safety factor YM, 3) H 2.0

Characteristic resistance Steel 5.6 NRk,s [kN] 10.0 1 18.3 18.0 120.2 42.1 78.3 1122.4

Partial safety factor YM, 3) [-] 2.0 1.5 2.0

Characteristic resistance Steel 5.8 NRk,s [kN] 10.0 \ 18.3 18.0 \20.2 42.1 67.1 \106.4

Partial safety factor YM, 3)

[-] 1.5 1.6

Characteristic resistance Steel 8.8 NRk,s [kN] 15.0 1 19.9 18.0 120.2 43.0 67.1 \106.4

Partial safety factor YM, 3) [-] 1.5 1.6

Steel failure, Stainless steel A4, HCR

Characteristic resistance NRk,s [kN] 14.1 \ 23.3 - \29.4 50.2 83.8 \133.0

Partial safety factar YM, 3)

[-] 1.87

Pull out failure, Steel zinc plated Characteristic resistance in

NRk,p [kN] 2) I 2) 9 2)

I 2) 2) 2)

I 2)

concrete C20/25 C30/37 H 1.12

Increasing factor for NRk" 'l'c C40/50 [-] 1.23 C50/60 1-1 1.30

Partial safety factor YM:) 4) [-] 1.80 Pull out failure, Stainless steel A4, HCR Characteristic resistance in

NRk,P [kN] 2) I 2) 9 I 2) 2) 2)

I 2)

concrete C20/25 -C30/37 1-1 1.22

Increasing factor for NRk" 'l'c C40/50 H 1.41 C50/60 H 1.55

Partial safety factor YM 3)4) H 1.50 Concrete cone failure and splitting, Steel zinc lated Effective anchorage depth hef Irmm 30 I 30 40 30 I 40 50 I 65 I 80 Spacing Scr_N Irmm 3 h'f

SerS Irmm 190 I 190 190 230 I 270 330 I 400 I 520 Edge distance CerN mm 1.5 h'f

Cer Sn mm 95 I 95 I 95 115 I 135 165 200 I 260 Partial safetv factor 'YMc ....:. 'YM s

3)4) 1-1 1.8

Concrete cone failure and splitting, Stainless steel A4, HCR

Effective ancharage depth h'f mm 30°' I 30 I 40 I - I 40 I 50 I 65 I 80 Spacing SerN mm 3 h'f

s.o. mm 160 I 190 I 190 I - I 270 I 330 I 400 I 520 Edge distance CerN mm 1.5 h'f

CerS mm 80 I 95 I 95 - I 135 I 165 200 I 260 Partial safety factar YM, ~ YM" 3)4) [-] 1.5

1) Use restricted to anchoring 01 structural components statically indeterminate and in dry interior conditions 2) Pullout lailure mode not decisive 3) In absence 01 other national regulations 4) The partial salety lactor Y2 is included 5) For prool against ,f~>ncrete cone lailure as per ETAG 001, Annex C, Eq. 5.2a, NORk.' must be multiplied by the

lactor (2511'k.,"") .


Design method A according to ETAG 001, Annex C, Annex 5

Characteristic values tor tension loads

Z6394.13 8.06.01-501112

Page 14 of European teehnieal approval ETA-07/0251 of 31 January 2013


Deutsches Institut


Table 6: Design method A according to ETAG 001, Annex C - Characteristic values for shear loads

Anchor size M6 M8 M8x40 M10x30 M10 M12 M16

M20 M12x80 M16x80

Sieel failure wilhoullever arm, Steel zine plated

Charaeteristie resistanee Steel 4.6 VRkp [kN] 4.0 I 7.3 11.6 I 9.6 16.8 I 31.3 149.0

Partial safety faeter YM, 1) [-] 1.67

Charaeteristie resistanee Steel 5.6 VRk,s [kN] 5.0 9.1 10.1 9.6 21.1 I 39.2 I 61.2

Partial safety faeter YM, 1) [-] 1.67 1.25 1.67

Charaeteristie resistanee Steel 5.8 VRk,s [kN] 5.0 6.9 10.1 7.2 21.1 33.5 I 53.2

Partial safety faetor YM, 1) H 1.25 1.33

Charaeteristie resistanee Steel 8.8 VRk,s [kN] 7.5 6.9 10.1 I 7.2 I 21.5 33.5 53.2

Partial safety faetor YM, 1) [-] 1.25 1.33

Sieel failure wilhoullever arm, Stainless steel A4, HCR Characteristic resistance

VRk,s [kN] 7.0 10.6 13.4 25.1 41.9 66.5 (property elass 70)

-

Charaeteristie resistanee VRk.s [kN] 8.7 10.6 13.4 25.1 41.9 66.5

(property elass 80) -Partial safety faetor YM,

1) H 1.56

Sieel failure wilh lever arm, Steel zine plated

Charaeteristie resistanee Steel4.6 MORk,S [Nm] 6.1 15 I 30 I 30 52 I 133 259

Partial safety factor YM, 1) [-] 1.67

Charaeteristie resistanee Steel 5.6 MORk,S [Nm] 7.6 19 I 37 I 37 65 I 166 324


Charaeteristic resistanee Steel 5.8 MORk,S [Nm] 7.6 19 37 I 37 65 I 166 324


Charaeteristie resistanee Steel 8.8 MORk,S [Nm] 12 30 59 I 60 105 266 519

Partial safety factor YM, 1) H 1.25

Sieel failure wilh lever arm, Stainless steel A4, HCR

Characteristic res'lstance MORk.s [Nm] 11 26 52 92 233 454 I (property elass 70)

-

Partial safety faetor YM, 1) H 1.56

Characteristic resistance MORk,S [Nm] 12 30 60 105 266 519 I (propertv class 80) -

Partial safety faetor YM, 1) [-] 1.33

Cenerele pryeul failure, Steel zine plated

Factor in eq. (5.6) ETAG Annex C, 5.2.3.3 k I [-] 1.0 1.5 2.0

Partial safety factor YMop 1) 2) I [_] 1.5

Cenerele pryeul failure, Stainless steel A41 HCR

Factor in eq. (5.6) ETAG Annex C, 5.2.3.3 k [-] I 1.0 1.7 - 1.7 I 2.0

Partial safety factor YMcp 1) 2) [-] I 1.5 - 1.5

Cenerele edge failure

Effeetive length of anehor under I, [mm] 30 30 40 30 40 50 65 80

shear loadinq

Outside diameter of anehor dnom [mm] 8 10 10 12 12 15 20 25

Partial safety factor YMo 1) 2) [-] 1.5 2 1.5

1) In absence of other national regulations 2) The partial safety faetor Y2 is included


Design method A according to ETAG 001, Annex C, Annex 6

Characteristic values for shear loads

26394.13 8.06.01-501/12



Deutsches Institut


Table7: Design method A according to CEN/TS 1992-4-4 - Characteristic values for tension loads

Anchor size M6 1) I M8 1) M8x40 Ml0x30 1) I Ml0 M12 M16 ,I

M12x80 M16x80 M20

Steel lai lure, Steel zinc plated

Characteristic resistance Steel4.6 NRk,s [kN] 8.0 \ 14.6 1 23.2 33.7 1 62.8 \ 98.0 Partial safety factar YM, ') [-] 2.0 Characteristic resistance Steel 5.6 NRk.s [kN] 10.0 \ 18.3 18.0 1 20.2 42.1 1 78.3 \122.4 Partial safety factar YM, ') [-] 2.0 1.5 2.0 Characteristic resistance Steel 5.8 NRk,s [kN] 10.0 \ 18.3 18.0 1 20.2 42.1 67.1 \106.4 Partial safety factar YM, ') [-] 1.5 1.6 Characteristic resistance Steel 8.8 NRk,s [kN] 15.0 \ 19.9 1 18.0 1 20.2 43.0 67.1 1106.4 Partial safety factar YMs ;;) [-] 1.5 1.6 Steel lai lure, Stainless steel A4, HCR

Characteristic resistance NRk,s [kN] 114.1 I 23.3 - 1 29.4 50.2 83.8 1133.0 Partial safety factor YMs ;;) [-] 1.87

Pull out lailure, Steel zinc plated Characteristic resistance in

NRk,P [kN] 2) I 2) 9 2)

1

2) 2) 2)

1

2)

cancrete C20125 C30/37 [-] 1.12

Increasing factor for NRk,p IJ!C C40/50 [-] 1.23 C50/60 [-] 1.30

Partial safety facto, YMP')4) [-] 1.80 Pull out lailure, Stainless steel A4, HCR Characteristic ,esistance in

NRk,P [kN] 2) 1 2) 9

1

2) 2) 2)

1

2)

concrete C20/25 -

C30/37 [-] 1.22

Increasing factor for NRk., IJ!C C40/50 [-] 1.41 C50/60 [-] 1.55

Partial safety factor YMp ')4) [-] 1.50

Concrete cone lailure and splitting, Steel zinc plated

Effective anchorage depth hef [mm] 30 1 30 40 30 \ 40 50 1 65 1 80 Factor of non-cracked concrete kucr [-] 10.1 Spacing Scr,N [mm] 3 hef

Ser,3p [mm] 190 1 190 190 230 1 270 330 1 400 1 520 Edge distance Ccr,N [mm] 1.5 hef

Cer,3p [mm] 95 1 95 1 95 115 1 135 165 200 1 260 Partial safety factar YMo = YM." ') 4) [-] 1.8

Concrete cone lailure and splitting, Stainless steel A4, HCR

Effective anchorage depth hef [mm] 30 ') 1 30 I 40 - 1 40 50 65 1 80 Facto, 01 non-cracked concrete kucr [-] 10.1

Spacing Scr,N [mm] 3 hef Ser,So [mm] 16011901 190 - 1 270 330 400 1 520

Edge distance Ccr,N [mm] 1.5 hef cer,Sp [mm] 80 1 95 95 - 1 135 1 165 200 1 260

Partial safety factor YMo = YM." ')4) [-] 1.5

1) Use restricted to anchoring of structural components statically indeterminate and in dry interior conditions 2) Pullout failure mode not decisive 3) In absence of other national regulations 4) The partial safety factor 'tinst is included 5) For proof against concrete cone failure as per CEN/TS 1992A-4, Eq. (2), NORk,C must be multiplied by the factor (25/fck,cube) 0.2


Design method A according to CEN/TS 1992-4-4, Annex 7

Characteristic values for tension loads

Z6394.13 8.06.01-501/12


Engfish translation prepared by DIBt

Deutsches Institut

für Bautechnik BIEt

Table8: Design method A according to CEN/TS 1992-4-4 - Characteristic values for shear loads

Anchor size MG M81 M8x40 M10x30 M10 M12 M1G

M20 M12x80 M1Gx80

Steel failure withou11ever arm, Steel zinc plated

Characteristic resistance Steel 4.6 VRk,S [kN] 4.0 7.3 11.6 1 9.6 16.8 1 31.3 49.0

Partial safety factor YM. " [-] 1.67

Characteristic resistance Steel 5.6 VRk,s [kN] 5.0 9.1 10.1 9.6 1 21.1 39.2 61.2

Partial safety factor YM. 'I [-] 1.67 1.25 1.67

Characteristic resistance Steel 5.8 VRk,s [kN] 5.0 6.9 10.1 7.2 1 21.1 33.5 53.2

Partial safety factor YM. " [-] 1.25 1.33

Characteristic resistance Steel 8.8 VRk,s [kN] 7.5 6.9 1 10.1 7.2 1 21.5 33.5 53.2

Partial safety factor YM. 'I [-] 1.25 1.33

Factor of ductility k2 1,0

Steelfailure without lever arm, St8inless steel A4, HeR

Characteristic resistance VRk,s [kN] 7.0 10.6 13.4 25.1 41.9 66.5

(property class 70) -Characteristic resistance

VRk,s [kN] 8.7 10.6 13.4 25.1 41.9 66.5 (property class 80) -Partial safety factor YM. " [-] 1.56

Factor of ductility k2 1,0

Sleel failure with lever arm, Steel zinc plated

Characteristic resistance Steel 4.6 MORk,s [Nm] 6.1 15 30 30 52 133 1 259

Partial safety factor YM. " [-] 1.67

Characteristic resistance Steel 5.6 MO Rk.s [Nm] 7.6 19 37 37 65 166 1 324

Partial safety factor YM. 'I [-] 1.67

Characteristic resistance Steel 5.8 MORk•s [Nm] 7.6 19 37 37 65 166 1 324

Partial safety factor YMs 'I [-] 1.25

Characteristic resistance Steel 8.8 MO Rk.s [Nm] 12 30 1 59 60 105 1 266 1 519

Partial safety factor YM. 'I [-] 1.25

Steel failure wi1h lever arm, Stainless steel A4, HCR

Characteristic res~)tance MORk,S [Nm] 11 26 52 92 233 454

(properly class 70 -

Partial safety factor YM, " [-] 1.56 Characteristic resistance

MORk,s [Nm] 12 30 60 105 266 519 (property class 80) -Partial safety factor YM, 'I [-] 1.33

Concre1e pryou1 failure, Steel zinc plated

Factor in eq. (16) CENITS 1992-4-4,6.2.2.3 k, [-] 1.0 1 1.5 2.0

Partial safety factor YMcp 1) 2) [-] 1.5

Concre1e pryou1 failure, Stainless steel A4/ HCR

Factor in eq. (16) CENITS 1992-4-4,6.2.2.3 k, 1 [-J 1.0 1 1.7 - 1.7 2.0

Partial safety factor YMcp 1) 2) I H 1.5 - 1.5

Concre1e edge failure

Effective length of an chor under shear loading I, [mm] 30 30 1 40 30 40 50 65 1 80

Outside diameter of anchor dnom [mm] 8 101 10 12 12 15 1 20 1 25

Partial safety factor YM, 1) 2) [-] 1.5 2 1.5

1) In absence of other national regulations 2) The partial safety factor Yinst is included


Design method A according to CEN/TS 1992-4-4, Annex 8

Characteristic values for shear loads

Z6394.13 8.06.01-501/12

Page 17 of European lechnical approval ETA·07/0251 of 31 January 2013

English translation prepared by DIB!

Table 9: Displacements under tension loads

Anchor size M6

Steel zinc plated

M8

Tension load in non·eraeked eonerele N [kN] 3 I 3

Displaeemenl ONO [mm]

ON~ [mm]

Stainless steel A4/ HCR

Tension load in non·eraeked eonerele N [kN] 4 4

Displaeemenl ONO [mm]

ON~ [mm]

Table 10: Displacements under shear loads

Anchorsize M6 M8

Steel zinc plated

Shear load in non-eraeked eonerele V [kN] 2 4

Displaeemenl ovo [mm] 0.9 0.9

Ov~ [mm] 1.3 1.3

Stainless steel A4 / HCR

Shear load in non-eraeked eonerele V [kN] 3.5 5.2

Displaeemenl ovo [mm] 1.9 1.1

ov~ [mm] 2.8 1.6


Displacements

Z6394.13

M8x40

3,6

4,3

M8x40

4

1.0

1.5

5.2

0.7

1.0

Deutsches Institut

für Bautechnik

M10x30 M10

3,3 4,8

0.24

0,36

. 6,1

0,12

0,24

M10x30 M10

5,7 4 1,5 0.6

2,3 0.9

- 6,5

- 1.0

- 1.5

UIBt

M12 M16 M20 M12x80 M16x80

6.4 10 14,8

8,5 12,6 17,2

M12 M16 M20 M12x80 M16x80

11,3 18,8 32.2

1.2 1.2 1.6

1.9 1.9 2.4

11.5 19.2 30.4

1.7 2.4 2,6

2.6 3.6 3.8

Annex 9

8.06.01-501/12



Installation instructions

Drill hole perpendicular to concrete surface,

Blow out dust

Drive in anchor.

Drive in cone by using setting tooL

Deutsches Institut

für Bautechnik

Shoulder of setting tool must fit on anchor rim,

Apply installation torque T;", by using torque wrench,


Installation instructions

Z6394.13

~IBt

Annex 10

8.06.01-501/12

© 2

013

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NOTES REGARDING THIS CATALOGUETechnical and design changes reserved. The information in this publication is based on state-of-the-art technology at the time of publication. We reserve the right to make technical and design changes at any time. HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors.

The Quality Management System of Halfen GmbH is certified for the locations in Germany, France, the Netherlands, Austria, Poland, Switzerland and the Czech Republic according to DIN EN ISO 9001:2008, Certificate No. QS-281 HH.

Furthermore HALFEN is represented with sales offices and distributors worldwide. Please contact us: www.halfen.com

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Phone: +43 - 1 - 259 6770 E-Mail: [email protected]: www.halfen.at

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Phone: +32 - 3 - 658 07 20E-Mail: [email protected]: www.halfen.be

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ETA HB-E ES-U 01-13 - HALFENThe Halfen Drop-in Anchor HB-E I ES is an anchor made of galvanised...

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