HALFEN HSC STUD CONNECTOR

CONCRETE

ETA_HB MA 11/15-E_ITHALFEN ANCHOR BOLT SYSTEMS

CONCRETE

11I1 10

I III \ I' IlI'

CSIC I<)R I tl 1\

INSTITUTO DE CIENCIAS DE LA CONSTRUCCION EDUARDO TORROJA CI Serrano GalV8che n. 4 Tel.: (34) 9130204 40

d/reccio0 je lcc@csfc es

28033 Madrid (Spain) Fax: (34) 91 302 07 00

\'A'Av.ietcc.csic. es

*

*

*

European Technical Assessment

* * * Member of

Designated

* according to E·:::::·TA Article29 of

* www.eota.eu

Regulation (EU)

N' 305/2011 * * * *

of 09/11/2015 ETA 13/0308 I

:------------­English translation prepared by IETcc. Original version in Spanish language

General Part

Technical Assessment Body issuing the ETA designated according to Art. 29 of Regulation (EU) 305/2011:

Trade name of the construction product

Product family to which the construction product belongs

Manufacturer

Manufacturing plants

This European Technical Assessment contains

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

Instituto de Ciencias de la Construeci6n Eduardo Torroja (IETee)

HB MA CE GV HB MA CE A4

Torque eontrolled expansion anehor made of galvanised steel or stainless steel of sizes M6, M8, M10, M12, M14, M16 and M20 for use in non­eraeked eonerete.

Halfen SRL. Via Bronzelti 28 24124 Bergamo Italy website: www.halfen.eom

Halfen plant 1 Halfen plant 2

13 pages ineluding 4 annexes whieh form an integral part of this assessment. Annex E contains confidential information and is not included in the European Technical Assessment when that assessment is publicly available.

Guideline for European Teehnieal Approval ETAG 001 "Metal anehors for use in eonerete", ed. April 2013, Parts 1 and 2 used as European Assessment Doeument (EAD)

Translations of this European Technical Assessment in other languages shall fully correspond to the original issued document and should be identified as such,

Communication of this European Technical Assessment, including transmission by electronic means, shall be in full (excepted the confidential annex referred to above), However, partial reproduction may be made, with the written consent of the issuing Technical Assessment BOdy, Any partial reproduction has to 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This European Technical Assessment may be withdrawn by the issuing Technical Assessment Body, in particular pursuant to information by the Commission according to article 25 paragraph 3 of Regulation (EU) No 305/2011,

ETA 1310308 of09/11/2015-Page 2 autof 13

SPECIFIC PART

1. Technical description of the product

The Halfen HB MA CE GV in the range of M6 to M20 is an anchor made of galvanised steel. The Halfen HB MA CE A4 in the range of M6 to M20 is and anchor made of stainless steel. Both are placed into a drilled hole and anchored by torque-controlled expansion.

The Halfen HB MA CE GV/HB MA CE A4 anchors in the range of M6 to M20 correspond to the picture and provisions given in annexes A and B. The characteristic material values. dimensions and tolerances of the anchors not indicated in annexes A and B shall correspond to the respective values laid down in the technical documentations (1) of this European Technical Assessment.

For the installation process see figure given in annex C; for the installed anchor see figure given in annex D.

Each expansion sleeve is marked with the identifying mark of the producer, the trade name and the anchor diameter; each anchor bolt is marked with the diameter (metric) and the total anchor length. A red colour ring(s) marking identifies the embedment depth(s).

The performance of the anchors, including installation data, characteristic anchor values, displacements and fire resistance, for the design of anchorages is given in chapter 3,

The anchors shall only be packaged and supplied as a complete unit.

2. Specification of the intended use in accordance with the applicable EAD.

2.1 Intended use

The anchors are intended to be used for anchorages for which requirements for mechanical resistance and stability and safety and accessibility in use in the sense of the basic requirements 1 and 4 of Construction Product Regulation no 305/21011 shall be fulfilled and failure of anchorages made with these products would compromise the stability of the works, cause risk to human life and/or lead to considerable economic consequences,

The anchors are to be used only for anchorages subject to static or quasi-static loading in reinforced or unreinforced normal weight concrete of strength class C20/25 to C50/60, according to EN 206, It may be anchored in non-cracked concrete only,

The Halfen HB MA CE GV anchor may only be used in concrete subject to dry internal conditions,

The Halfen HB MA CE A4 anchor may be used in concrete subject to dry internal conditions and also in concrete subject to external atmospheric exposure (including industrial and marine environments), or exposure in permanently 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 de­icing materials are used),

The provisions made in this European Technical Assessment are based on an assumed working life of the anchor of 50 years, The assumed working life is the foreseen period of time throughout

(1) The quality plan has been deposited at Instituto de ciencias de!a construcci6n Eduardo Torroja and is only made available 10 the approved bodies Involved in the AVCP procedure.

ETA 13/0308 of 09111/2015 - Page 3 out of 13

which the construction product, as installed into the construction work, will keep its performances aliowing the construction work, behaving under predictable actions and with normal maintenance, to meet the basic requirements lor construction works.

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

The identilication tests and the assessment lor the intended use 01 this anchor according to the Basic Work Requirements (BWR) were carried out in compliance with the ETAG 001. The characteristics 01 the components shall correspond to the respective values laid down in the technical documentation 01 this ETA, checked by IETcc.

3.1 Mechanical resistance and stability (BWR 1)

Mechanical resistance and stability has been assessed according to ETAG 001 "Metal anchors to be used in concrete", parts 1 and 2.

HB MA CE GV: GALVANISED ANCHOR Performances

Installation para,ltl~t.rs MB M8 M10 M12 M14 M16 M20

do Nominal diameter 01 drill bit: mm] 6 8 10 12 14 16 20 d, Fixture elearanee hole diameter: mm] 7 9 12 14 16 18 22 T ," Nominal installation torque: Nml 7 20 35 60 90 120 240

Standard embedment depth Lmln Total length 01 the bolt:

mm] 60 75 85 100 120 125 160 Lm .. mml 180 155 230 250 250 280 270

IlmLn Minimum thiekness 01 eonerete member: mm] 100 100 110 130 150 168 206 h, Depth 01 drilled hole: mm] 55 65 75 85 100 110 135 hoom Overall anehor embed depth in eonerete: mm 49.5 59.5 66.5 77 91 103.5 125

hrutd Effeelive anehoraQe depth: mm 40 48 55 65 75 84 103 tfix Thiekness 01 fixture mm L-58 L-70 L-80 L-92 L-108 L-1 22 L-147 Sml Minimum allowable spaeing: mml 50 65 70 85 100 110 135 Cmln Minimum allowable distanee: mm] 50 65 70 85 100 110 135

Reduced embedment depth Lm1n Totallength 01 the bolt:

mml -- 60 70 80 -- -- --

Lmax mm] -- 155 230 250 -- -- --

hm1n Minimum thiekness 01 conerete member: mm] -- 100 100 100 -- -- --

h, Depth 01 drilled hole: mm -- 50 60 70 -- -- --h= Overall anehor embed depth in concrete: mm -- 46.5 53.5 62 -- -- --h'f.red Effeetive anehorage depth: mm -- 35' 42 50 -- -- --

tfi x Thiekness 01 fixture: mml -- L-57 L-67 L-77 -- -- --

~ Minimum allowable spaeing: mm] -- 65 70 85 -- -- --Gmln Minimum allowable distance: mm] -- 65 70 85 -- -- --,

Use restrleted to anehorlng 01 struetural components whleh are statleally Indetermlnate

ETA 1310308 0109111/2015 - Page 4 out 01 13

HB MA CE GV: GALVANISED ANCHOR Characteristic values of reslstance to tension loads of design method A M6 MB

STEEL FAllURE NRks Characteristic resistance: [kN) I 7.7 16.4 I YMs Partial safety factor: .. , [-) I 1.40 I 1.40 I PULL OUT FAllURE

Standard embedment depth

NRk,p Char. resistance in C20/25 non cracked

[kN) .. , 12 concrete: .-

YM .• Partial safety factor: ., [-) -- 1.5 Reduced embedment depth

NRk,p Char. resistance in C20/25 non cracked

[kN) .. ) 9 .) concrete:

. -

YM.p Partial safety factor : " [-) .. 1.5 'I',

Increasing factors for both embedment C30/37

'1', C40/50 '1',

depths: C50/60

CONCRETE CONE FAllURE Standard embedment depth

hel s td Effective anchorage depth: [mml 40 48

NRk,c Characteristic resistance in C20/25 non

[kN) 12.7 16.7 cracked concrete:

YM,C= Partial safety factor: ... ) [-) 1.5 1.5 YM"

S"N Spacing: [mml 120 144

Ser $ mm) 160 192 Ce,N

Edge distance: Im ml 60 72 ccrM>_ mm) 80 96

Reduced embedment depth h ef_sld Effective anchoraae deDth: Imm] .. 35 . )

NRk,c Characteristic resistance in C20/25 non

[kN) 10.4 cracked concrete:

--

YM,C" Partial safety factor: ... ) [.) .. 1.5 YM ...

S" N Spacing: mm .. 105

Scr,sP mm -- 140 CuN Edge distance:

mm .. 53 Cu ... mm .. 70 'I', C30/37 '1', Increasing factor : C40/50 '1', C50/60 ,

Use restncted to anchonng of structural components whlch are statlcally mdetermmate '1 Pul! out failure 1$ not decisive "') In absence of other national regulations

HB MA CE GV: GALVANISED AN CHOR DIsplacements under tension loads In C20/25 to C50/60 concrete M6 MB

Standard embedment depth Tension load in non cracked concrete: [kN) 2.8 5.0

ÖNO Displacement: [mm) 0.70 1.12

ÖN_ [mm) 1.47 2.34 Reduced embedment depth

Tension load in non cracked concrete: [kN) .. 4.2

ÖNO Displacement:

[mm) .. 0.20

ÖN_ [mm) .- 1.78

Performances

M10 M12 M14

25.6 35.4 51.7 I 1.40 1.43 1.43 I

16 25 30

1.8 1.8 1.8

12 16 --

1.5 1.5 --

1.22 1.41 1.55

55 65 75

20.5 26.4 32.7

1.8 1.8 1.8

165 195 225 220 260 300 83 98 113 110 130 150

42 50 ..

13.7 17.8 ..

1.5 1.5 --

126 150 --168 200 --63 75 . -84 100 --

1.22 1.41 1.55

Performances

M10 M12 M14

6.0 9.3 10.7 1.07 1.32 1.82

2.24 2.77 3.82

5.7 7.6 ..

0.13 0.06 . -1.78 1.78 --

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M16 M20

65.0 104.4

1.43 I 1.47

35 50

1.8 1.8

-- --

-- --

84 103

38.8 52.6

1.8 1.8

252 309 336 412 126 155 168 206

.. .-_. ..

.- --

.- ---- --.. --.. --

M16 M20

16.0 17.0 2.38 3.56

4.99 7.47

.- .-

.. --

-- --

HB MA CE GV: GALVANISED ANCHOR Performances Characteristlc values of reslstance to shear loads of design method A MG MB M10 M12 M14 M16 M20

STEEL FAllURE WITHOUT LEVER ARM

VRks Characteristic resistance: [kN) 5.1 9.3 14.7 I 20.6 I 28.1 38.4 56.3

i YMs Partial safety factor: "} [-) 1.25 STEEL FAllURE WITH LEVER ARM MORkS Characteristic bending moment: [Nm) 7.7 19.1 38.1 I 64.1 I 102.2 163.1 298.5

YMs Partial safety factor: } [-) 1.25 CONCRETE PRYOUT RESISTANCE k Factor in equation (5.6) of for h af,std [-) 1.0 1.0 1.0 2.0 I 2.0 2.0 2.0 k ETAG, Annex C §5.2.3.3: for h el,red I-I -- 1.0 1.0 I 1.0 I -- -- --

, 'YMc Partial safetv factar: •• } 1-) 1.5 CONCRETE EDGE FAllURE I, Effective length of anchor for hat std [mm) 40 48 55 65 75 84 103 I, under shear loads: far hel red Im ml -- 35" 42 50 -- -- --

d""m Outside diameter of anchor: [mml 6 8 10 12 14 16 20 , YM, Partial safetv factor: ." [-I 1.5

' } Use restncted to anchonng of structural components wh,ch are stat,cally ,ndeterm. In absence of other nat,onal regula\..

HB MA CE GV: GALNANISED ANCHOR Performances Displacements under shear loads In C20/25 to C50/60 ooncrete M6 MB M10 M12 M14 M16 M20

Standard embedment depth Shear load in non cracked concrete: [kNI 2.9 5.3 8.4 11.8 16.0 21 .9 32.1

övo Displacement: [mm) 0.65 2.80 1.75 2.45 2.78 3.53 4.13

öv_ [mml 0.98 4.20 2.63 3.68 4.16 5.29 6.19 Reduced embedment depth

Shear load in non cracked concrete: IkNI -- 5.3 8.4 11 .8 -- -- --övo Displacement:

[mm) -- 0.59 1.22 1.1 0 -- -- --öv_ [mm) -- 0.89 1.83 1.65 -- -- --

HB MA CE A4: STAINL.ESS STEEL ANCHOR Performances

Installation parameters M6 MB M10 M12 M16 M20

do Nominal diameter of drill bit: mm 6 8 10 12 16 20 d, Fixture clearance hole diameter: mm 7 9 12 14 18 22 T ins! Nominal installation torque: Nm 7 20 35 60 120 240

Standard embedment depth Lm1n Totallength of the bolt:

mm] 60 75 85 100 125 160 Lmax mm] 180 155 170 180 170 220 hm,o Minimum thickness of concrete member: mm 100 100 110 130 168 206 h, Depth of drilled hole: mm 55 65 75 85 110 135 hoom Overall anchor embed depth in concrete: mm 49.5 59.5 66.5 77 103.5 125 hefstd Effective anchorage depth: mml 40 48 55 65 84 103 tfix Thickness of fixture mm L-58 L-70 L-80 L-92 L-122 L-147 Smln Minimum allowable spacing: mm 50 65 70 85 110 135 COllo Minimum allowable distance: mm 50 65 70 85 110 135

Reduced embedment depth Lm1n Total length of the bolt:

mm] -- 60 70 80 -- --Lmax mm] -- 155 170 180 -- --hmin Minimum thickness of concrete member: mml -- 100 100 100 -- --h, Depth of drilled hole: [mm] -- 50 60 70 -- --hnom Overall anchor embed depth in concrete: mm] -- 46.5 53.5 62 -- --h." d Effective anchorage depth: mm] -- 35" 42 50 -- --tf1x Thickness of fixture mm] -- L-57 L-67 L-77 -- --Smin Minimum allowable spacing: mm] -- 65 70 85 -- --emin Minimum allowable distance: mml -- 65 70 85 -- --

} Use restrlcted to anchorlng of strllctural components whlch are statlcally ",determ",ate

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HB MA CE A4: STAINLESS STEEL ANCHOR Characteristic values of resistance to tension loads of design method A M6 MB

STEEL FAll URE NRks Characteristic resistance: [kN) 10.1 19.1

YMs Partial safety faetor:' H PULL OUT FAllURE

Standard embedment depth

NRk.p Char. resistanee in C20/25 non eraeked

[kN) .. ) 12 conerete: --1M .• Partial safety faetor: ... , H -- 1.5

Reduced embedment depth

NRk,p Char. resistanee in C20/25 non eraeked

[kN) 9 .) conerete: --

YM,p Partial safety faetor: ... , H -- 1.8 'l'c

Inereasing faetors for both embedment C30/37

'l'c C40/50 'l'c

depths: C50/60

CONCRETE CONE FAllURE Standard embedment depth

hefstd Effeetive anehorage depth: [mm) 40 48

NRk,c Charaeteristie resistanee in C20/25 non

[kN) 12.7 16.7 eraeked eonerete:

YM,c" Partial safety faetor : ... ) [-I 1.5 1.5 YMsp

Set,N Spaeing:

[mm) 120 144 Ser,so [mm) 160 192

Ca,N Edge distanee:

[mm) 60 72

Ca,'P [mm) 80 96 Reduced embedment depth

hef std Effeelive anehoraoe depth: [mm] -- 35 .,

NRk,c Charaeteristie resistanee in C20/25 non

[kN) 10.4 eraeked eonerete: --

YM,c= Partial safety faetor: ... ) [-I -- 1.8 YM ,.

Scr,N Spaeing:

[mm] -- 105 scr,sp [mm) -- 140 Ca,N

Edge distanee: [mm] -- 53

Ccr,sp [mm) -- 70 'l'c C30/37 'l'c Inereasing faetor: C40/50 'l'c C50/60

Use reslrlcled 10 anchonng of struclural components whlch are statlcally Indetermlnate ' 0) Pull out (ailure is not declsive

"') In absence of other national regulations

HB MA CE A4: STAINLESS STEEL ANCHOR Displacements under tension loads in C20/25 to C50/60 concrete M6 MB

Standard embedment depth Tension load in non eraeked eonerete: [kN) 4.3 5.7

ÖNO Displacement: [mm) 0.42 0.22

ÖN _ [mm) 1.33 1.33 Reduced embedment depth

Tension load in non eraeked concrete: [kN) -- 4.2

ÖNO [mm) -- 0.07

ÖN-Displacement:

[mm) -- 0.60

Performances

M10 M12

34.3 I 49.6 1.68

16 25

1.8 1.8

12 16

1.8 1.8 1.22 1.41 1.55

55 65

20.5 26.4

1.8 1.8

165 195

220 260

83 98 110 130

42 50

13.7 17.8

1.8 1.8

126 150

168 200

63 75

84 100 1,22 1.41 1.55

Performances

M10 M12

6.3 9,9 0.17 0.19 1,33 1.33

5,7 7,6 0.04 0.32

0.60 0.60

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M16 M20

85.9 I 140.7

35 50

1.8 1.8

-- ---- --

84 103

38.8 52.6

1.8 1.8

252 309

336 412

126 155

168 206

-- ---- --

-- ---- ---- ---- ---- -

M16 M20

13,8 19.8 0.19 0.11

1.33 1,33

-- ---- ---- --

HB MA CE A4: STAINLESS STEEL ANCHOR Performances Characteristlc values of reslstance to shear loads of desian method A M6 MB M10 M12 M16 M20

STEEL FAllURE WITHOUT LEVER ARM

VRks Characteristic resistance: [kN] 6.0 10.9 I 17.4 25.2 I 47 .1 73.5

I YMs Partiat salety lactor [-I 1.52 STEEL FAllURE WITH LEVER ARM MORk S Characteri stic bending moment: [N m] 9.2 22 .5 44.9 78.6 200 389

YMs Partial safety lactor: .. , [-I 1.52 CONCRETE PRYOUT FAllURE K Factor in equation (5.6) 01 tor hef,std [-I 1.0 1.0 I 1.0 2.0 I 2.0 2.0 K ETAG, Annex C §5.2.3.3: far h el,red [-I -- I 1.0 " I 1.0 1.0 I -- --

I Yr •• c Partial saletv lactor: •• 1-1 1.5 CONCRETE EDGE FAllURE Ir Effective length 01 anchor tor h ef std Imm 40 48 55 65 84 103 Ir under shear loads: far hefred Imm -- 35 . ) 42 50 .- --doom Outside diameter 01 anchor: Imm 6 8 10 12 16 20

I YM c Partial saletv lactor: •• , H 1.5 ., Use restncted to anchonng 01 structural components whlch are statrcally rndetermrnate

" ) In absence 01 other national regulations

HB MA CE A4: STAINLESS STEEL ANCHOR Performances DIsplacements under shear loads In C20/25 to C50/60 concrete M6 MB M10 M12 M16 M20

Standard embedment deJlth Shear load in non cracked conerete: [kN] 2.8 5.1 8.1 11 .8 22.1 34.5

övo Displacement: [mm] 1.66 1.79 3.83 4.13 5.75 6.59

öv_ [mm] 2.49 2.68 5.74 6.19 8.62 9.88 Reduced embedment depth

Shear load in non eraeked concrete: [kN] -- 5.1 8.1 11 .8 -- --

övo [mm] _. 0.60 3.83 4.13 -- --

öv-Displaeement:

[mm] -- 0.90 5.74 6.19 -- --

3.2 Safety in case of fire (BWR 2)

Reaclion 10 fire has been assessed according 10 Commission Decision 96/603/EC, amended by 2000/605/EC. See class in lable below:

Reaction 10 flre MG I MB I M10 I M12 I M14 I M16 I M20 Anehor HB MA CE GV Class A1 Anehor HB MA CE A4

Resislance to fire: No Performance Determined

3.3 Hygiene, health and the environment (BWR 3)

This requirement is not relevant for the anchors.

3.4 Safety in use (BWR 4)

Requiremenls with respect to the safety in use are not included in this Essential Requirement but are treated under Ihe Essential Requi rement Mechanical Resislance and Stability (see section 3.1)

3.5 Protection against noise (BWR 5)

This requ irement is not relevant for the anchors .

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3.6 Energy economy and heat retention (BWR 6)

This requirement is not relevant for the anchors.

3.7 Sustainable use of natural resources (BWR 7)

No Performance Determined

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

According to the decision 96/582/EC 01 the European Commission (2) the system 01 assessment and verilication 01 constancy 01 performance (see Annex V to Regulalion (EU) No 305/2011 ) given in the lollowing table applies:

Product Intended use Level or class System

Halfen HB MA CE GVanchor To be used for fi xing

Halfen HB MA CE A4 anchor andlor supporting All ! any 1 structural elements

The system 1 relerred above is described in Construction Products Regulation (EU) no. 305/211 Annex V §. 1.3 as folIows:

a) The manulacturer shall carry out:

(i.) Factory production contro!.

(ii. ) Further testing 01 sam pies taken at the lactory by the manulacturer in accordance with the prescribed quality plan;

b) The notilied production control certilication body shall issue the certilicate 01 conlormity 01 the factory production control on the basis 01:

(i. ) Determination of the product-type on the basis of type testing (including sampling) calculation, tabulated values of descriptive documentation of the product.

(i i. ) Initial inspection of lactory and 01 lactory production contro!. (iii.) Continuous surveillance, assessment and evaluation 01 lactory production

5. Technical details necessary for the implementation of the AVCP system, as provided for in the applicable EAD

The ETA is issued lor this anchor on the basis 01 agreed data/inlormation which identifies the product that has been assessed and judged. Detailed description and conditions 01 the manufacturing process of the anchor, and all the relevant design and installation criteria 01 this an chor are specified in the manufacturer's technical documentation deposited with the IETcc. The main aspects of this information are specified in the following sections. It is the manulacturer's responsibi lity to make sure that all those who use the anchor are appropriately informed of specilic conditions according to sections 1, 2, 4 and 5 including the annexes 01 this ETA.

5.1 Tasks of the manufacturer

5.1.1 Factory production control

(2) Published In the Officia l Journal of the European Union (OJEU) L254 of 24.06.1996 See w\w/.new.eur-lex.europa.eu/oj/dlrect-access.hlml)

ETA 1310308 01 09/11/2015 - Page 9 out 01 13

The manufacturer has a factory production control system and shall exercise permanent interna I 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 production control system shall insure that the product is in conformity with this ETA.

The manufacturer shall only use raw materials supplied with the relevant inspection documents as laid down in the quality plan (3l, The incoming raw materials shall be subjected to controls by the manufacturer before acceptance. Check of materials shall include control of the inspection documents presented by suppliers by verifying dimension and material properties, e.g. chemical composition, mechanical properties etc. The manufactured components are checked visually, for dimensions and properties, where appropriate.

The quality plan which is part of the Technical Documentation of this ETA, includes details of the extent, nature and frequency of testing and controls to be performed within the factory production control and has been agreed between the assessment holder and IETcc. The results of factory production control shall be recorded and evaluated in accordance with the provisions of the qualityl plan. The records include at least the following information:

• Designation of the product, the basic materials and components; • Type of control or testing and minimum frequencies of them; • Date of manufacture of the product and date testing of the product or basic material and

components; • Results of controls and testing and, if appropriate, comparison with requirements; • Signature of person responsible for factory production control.

The records shall be presented to the notified body involved in the continuous surveillance. On request, they shall be presented to the IETcc.

5.2 Tasks of notified bodies

5.2.1 Determination of the product-type on the basis of type testing

For type-testing the results of the tests performed as part of the assessment for the European Technical Assessment shall be used unless there are changes in the production line or plant. In such cases the necessary type testing has to be agreed between ETA holder and the notified body.

5.2.2 Initial inspection of factory and of factory production control

The notified body shall ascertain that, in accordance with the quality plan, the factory and the factory production control are suitable to ensure continuous and orderly manufacturing of the product according to the specifications mentioned in Annexes of this the European Technical Assessment.

5.2.3 Continuous surveillance

The notified body shall visit the factory at least once a year for regular inspection.

This continuous surveillance and assessment of factory production control have to be performed according to the quality plan. The system of factory production control and the specified manufacturing process has to be verified that they are maintained as the quality plan defined. The results of product certification and continuous surveillance shall be made available on demand by the product certification body or factory production control body, respectively, to IETcc. In cases where

(a) the quality plan has been deposited at IETcc and is only made available to the approval bodies involved in the ACVP procedure.

ETA 13/0308 of09/11/2015 -Page 10 outof 13

the provisions of the European Technical Assessment and the quality plan are no longer fulfilled the conformity certificate shall be withdrawn.

Instituto de ciencias de la construcci6n Eduardo Torroja CONSEJO SUPERIOR OE INVESTIGACIONES CIENTIFICAS

CI Serrano Galvache n.o 4. 28033 Madrid. Tel: (+34) 91 3020440 Fax. (+34) 91 3020700

www.ietcc.csic.es

On behalf of the Instituto de Ciencias de la Construcci6n Eduardo Torroja Madrid, 9th November 2015

Marta Ma Castellote Armero Oirector

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I " " 1 11 1 1 (,

1 III . \ I( 1 )( )

I ( I!{ IU 11.\

INDEX OF ANNEXES: Annex A: Assembled anchor Annex B. Materials Annex C. Installation process Annex D. Schema of the anchor in use

Annex A: Assembled anchor

-

rw I N ,

~ 0

r- ~j ~

~ ~ I ~.

~

EI ,) ::Ii

-Identification on anchor:

• Expansion c li p: o Anchor HB MA CE GV: Metric I Length. o Anchor HB MA CE A4: Metric I Length.

• Anchor body: Metric x Length • Red ring marks to show embedment depths

Annex B. Materials

Item Designation Materia.! tor HB MA CE GV Material tor HB MA CE A4

1 Anchor Body Carbon steel wire rod. galvanised 2:

Stainless steel. grade A4 5 ~m ISO 4042 A2. cold forged

2 Washer DIN 125 or DIN 9021 galvanised 2: 5 DIN 125 or DIN 9021. stainless

~m ISO 4042 A2 steel grade A4

3 Nut DIN 934 galvanised 2: 5 ~m ISO DIN 934. stainless steel grade A4

4042 A2. class 6

4 Expansion clip Carbon steel strip. galvanised 2: 5 Stainless steel . grade A4 ~m ISO 4042 A2

Annex C. Installation process

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~

--

Annex 0, Schema of the anchor in use

d,

,--' • ,- , , 11, ,- , " •

,'I 4'

, . . •

" " , . . ' , ,

h,, _ _ tfix

j

--- h no",~_ h nOrll -- -STANDARD EMBEDMENT DEPTH REDUCED EMBEDMENT DEPTH (MB, M10 AND M12)

hef: Effective anchorage depth h1: Depth of drilled hole hnom : Overall anchor embedment depth in the concrete hmin : Minimum thickness of concrete member tfix: Thickness of fixture do: Nominal diameter of drill bit d,: Fixture clearance hole diameter

ETA 1310308 of0911112015 -Page 13 oul of 13

Austria HALFEN Gesellschaft m.b.H.Leonard-Bernstein-Str. 101220 Wien

Phone: +43 - 1 - 259 6770 E-Mail: office@halfen.atInternet: www.halfen.at

Fax: +43 - 1 - 259 - 6770 99

Belgium / Luxembourg HALFEN N.V.Borkelstraat 1312900 Schoten

Phone: +32 - 3 - 658 07 20E-Mail: info@halfen.beInternet: www.halfen.be

Fax: +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution Co.Ltd.Room 601 Tower D, Vantone CentreNo. A6 Chao Yang Men Wai StreetChaoyang District Beijing · P.R. China 100020

Phone: +86 - 10 5907 3200E-Mail: info@halfen.cnInternet: www.halfen.cn

Fax: +86 - 10 5907 3218

Czech Republic HALFEN s.r.o.Business Center ŠafránkovaŠafránkova 1238/1155 00 Praha 5

Phone: +420 - 311 - 690 060E-Mail: info@halfen-deha.czInternet: www.halfen-deha.cz

Fax: +420 - 235 - 314 308

France HALFEN S.A.S.18, rue Goubet75019 Paris

Phone: +33 - 1 - 445231 00E-Mail: halfen@halfen.frInternet: www.halfen.fr

Fax: +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr. 14 40764 Langenfeld

Phone: +49 - 2173 - 970 - 0E-Mail: info@halfen.deInternet: www.halfen.de

Fax: +49 - 2173 - 970 225

Italy HALFEN S.r.l. Soc. UnipersonaleVia F.lli Bronzetti N° 2824124 Bergamo

Phone: +39 - 035 - 0760711E-Mail: tecnico@halfen.itInternet: www.halfen.it

Fax: +39 - 035 - 0760799

Netherlands HALFEN b.v.Oostermaat 37623 CS Borne

Phone: +31 - 74-267 14 49E-Mail: info@halfen.nlInternet: www.halfen.nl

Fax: +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone: +47 - 51 82 34 00E-Mail: post@halfen.noInternet: www.halfen.no

Fax: +47 - 51 82 34 01

Poland HALFEN Sp. z o.o.Ul. Obornicka 28760-691 Poznan

Phone: +48 - 61 - 622 14 14E-Mail: info@halfen.plInternet: www.halfen.pl

Fax: +48 - 61 - 622 14 15

Sweden Halfen ABVädursgatan 5412 50 Göteborg

Phone: +46 - 31 - 98 58 00E-Mail: info@halfen.seInternet: www.halfen.se

Fax: +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone: +41 - 44 - 849 78 78E-Mail: mail@halfen.chInternet: www.halfen.ch

Fax: +41 - 44 - 849 78 79

United Kingdom /Ireland

HALFEN Ltd.A1/A2 Portland CloseHoughton Regis LU5 5AW

Phone: +44 - 1582 - 47 03 00E-Mail: info@halfen.co.ukInternet: www.halfen.co.uk

Fax: +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc.8521 FM 1976P.O. Box 547Converse, TX 78109

Phone: +1 800.423.91 40E-Mail: info@halfenusa.comInternet: www.halfenusa.com

Fax: +1 877.683.4910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr. 14 40764 Langenfeld / Germany

Phone: +49 - 2173 - 970 - 0 E-Mail: info@halfen.comInternet: www.halfen.com

Fax: +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries, please contact us:

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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