halfen anchor bolt systems eta hb-v 05/18-e · the product description is given in annex a. ... 5...

HALFEN ANCHOR BOLT SYSTEMS

CONCRETE

ETA_HB-V 05/18-E

Use of third-party products

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

Genera l note

HALFEN HB-V CHEMICAL ANCHOR

Deutsches Institut

für Bautechnik DIBt

Approval body for construction products and types of construction

Bautechnisches Prüfamt

An institution established by the Federal and Laender Governments

European Technical Assessment

* * * Deslgnated * accordlng to * Article 29 of Regula-* tion (EU) No 305/2011 *

and member of EOTA (European Organi-* sation forTechnical *

Assessment)

* * * ET A-07 /0257 of 29 May 2018

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 Bautechnik

Deutsches Institut für Bautechnik

HALFEN Chemical Anchor HB-V

Bonded fastener for use in concrete

Halfen GmbH Liebigstraße 14 40764 Langenfeld DEUTSCHLAND

Halfen Herstellwerk HB1 Halfen Herstellwerk HB2

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

EAD 330499-00-0601

Kolonnenstraße 30 B l 10829 Berlin I GERMANY I Phone: +49 3078730-01 Fax: +493078730-3201 Email: [email protected] I www.dibt.de

233785.18 8.06.01 -145/18

European Technical Assessment ETA-07/0257 English translation prepared by 0181

Deutsches Institut

für Bautechnik OIBt

Page 2 of 12 l 29 May 2018

The European Technical Assessment is issued by the Technical Assessment Body in its official language. 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 Technical 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. .

233785.18 8.06.01-145/18

Deutsches Institut


European Technical Assessment ETA-07/0257 Page 3 of 12 129 May 2018

English translation prepared by DIBt

Specific Part

1 Technical description of the product

The HALFEN Chemical Anchor HB-V is a bonded anchor consisting of a glass capsule HB-V-P and a threaded anchor rod with hexagon nut and washer. The anchor rod (including nut and washer) is made of zinc-plated steel, hot-dip galvanised steel, stainless steel or made of high corrosion resistant steel.

The glass capsule is placed into the hole and the anchor rod is driven by machine with simultaneous hammering and turning . The anchor rod is anchored via the bond between anchor rod, chemical mortar and concrete.

The product description is given in Annex A.

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

3

3.1

3.2

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

The verifications and assessment methods on which this European Technical Assessment is based lead to the assumption of a working life of the anchor of at least 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.

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

Mechanical resistance and stability (BWR 1)

Essential characteristic Performance

Characteristic resistance to tension load See Annex

(static and quasi-static loading) C1

Characteristic resistance to shear load See Annex

(static and quasi-static loading) C2

Displacements See Annex

(static and quasi-static loading) C 1 and C 2

Characteristic resistance and displacements for seismic No performance assessed performance categories C1 and C2

Hygiene, health and the environment (BWR 3)

Essential characteristic Performance

Content, emission and/or release of dangerous substances No performance assessed

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

233785.18

In accordance with the European Assessment Document EAD 330499-00-0601 the applicable European legal act is: (96/582/EC].

The system to be applied is: 1

8.06.01-145/1 8

European Technical Assessment ET A-07 /0257 English translation prepared by DIBI

Deutsches Institut


Page 4 of 12129 May 2018

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 control plan deposited at Deutsches Institut für Bautechnik.

lssued in Berlin on 29 May 2018 by Deutsches Institut für Bautechnik

BD Dipl.-Ing. Andreas Kummerow

Head of Department

Z33785.18

beglaubigt:

Baderschneider

8.06.01-145/18

of European Technical Assessment ETA-07/0257 of 29 May 2018

English trans/ation prepared by D/Bt

Glass Capsule HB-V-P

Threaded rod HB-V-A

Deutsches Institut

für Bautechnik DIEt

Threaded rod Washer Hexagon nut

~o .h~ ~\( __ ______________ __ _

Marking of effective anchorage depth

Installation condition

0 "'O

tsl L .c.~w.-Ä-~V.:S;z:i~~~~~::z:~~~~~m,I v---,.:.;;;;,,

________ h_o_=_h_ef ____ ..._h hmin


Product descrlptlon lnsatallation situation

2341 14.18

Annex A1

8.06.01-145/18

of European Technical Assessment ET A-07 /0257 of 29 May 2018

English translation prepared by D/Bt

Threaded rod HB-V-A

Machlned steel

0-

Deutsches Institut


~t E------------¾----~-

L

Cold formed

1

1---- Marklng: e.g.

<13> M12

~ir----:--L ---y---~ -<> ldentiflylng mark of manufacturlng plant

additional marklng of lengths for anchor size M12

H marklng of length M12 Slze of thread

<> M12-8

Glass capsule HB-V-P

r ~ ! I!~; ~D, ~ ' 1 1

4

Marklng of length E F G Length of anchor min .! 88,9 101,6 114,3 Length of anchor max < 101,6 114,3 127,0

Marklng of length L M N Length of anchor min .! 177,8 190,5 203,2 Length of anchor max < 190,5 203,2 215,9

Marklng of length s T u Length of anchor min .! 279,4 304,8 330,2 Length of anchor max < 304,8 330,2 355,6

Table A1: Dimensions

Part Anchor slze

d 1 Threaded rod L 11:?:

her 2 Hexagon nut sw 4 Glass capsule

Dp Lp

11 other lengths on demand


Product descrlptlon Marking and dimensions

234114.18

H 127,0 139,7

0 215,9 228,6

V 355,6 381,0

[mm] [mm] [mm] [mm]

[mm) [mm]

-8 additional marklng of Steel grade 8.8

<> M12A4

A4 additional marklng of Stalnless steel A4

<> M12 HCR

HCR additional marklng of High corroslon restlstant steel HCR

1 J K 139,7 152,4 165, 1 152,4 165, 1 177,8

~ p Q R 228,6 241,3 254,0 241,3 254,0 279,4

w X y z 381,0 406,4 431,8 457,2 406,4 431,8 457,2 483,0

M8 M10 M12 M16 M20 M24

8 10 12 16 20 24 95 100 120 140 190 235 80 90 110 125 170 210 13 17 19 24 30 36 9 11 13 17 22 24

80 80 95 95 175 210 dimenslons In mm

Annex A2

8.06.01-145/18


English translation prepared by O/Bt

Table A2: Materials

Part Designation

Steel, zlnc pfated

Materials

Deutsches Institut


galvanised:?: 5 µm acc. to EN ISO 4042:1999 or hot-dip galvanised acc. to EN ISO 10684:2004+AC:2009

1 Anchor rod Steel, property class 5.8; 8.8, A5 > 8 % fracture elongation

Steel,

2 Hexagon nut Property class 5 (for anchor rods class 5.8) Property class 8 (for anchor rods class 8.8) acc. to EN ISO 898-2:2013

3 Washer Steel, zinc plated

Stalnless steel A4

Material 1.4401 / 1.4404 / 1.4571 / 1.4362 / 1.4578

1 Anchor rod acc. to EN 10088-3:2014 Property class 70 and property class 80 As > 8% fracture elongation

Stainless steel A4

2 Hexagon nut Property class 70 (for anchor rods dass 70}, Property class 80 (for anchor rods dass 80) acc. to EN ISO 3506-2:2009

3 Washer Stainless steel A4 acc. to EN ISO 3506-1 :2009

High corrosfon resistant steel HCR

Material 1.4529 / 1.4565 acc. to EN 10088-3:2014 1 Anchor rod Property class 70

As > 8% fracture efongation

2 Hexagon nut Material 1.4529 / 1.4565 acc. to EN 10088-3 :2014 Property class 70, acc. EN ISO 3506-2:2009

3 Washer Material 1.4529 / 1 .4565 acc. to EN 10088-3:2014

Glass capsule

4 Glass capsule Glass, Quartz, Resin, Hardener


Produktbeschreibung Materials

Z34114.18

Annex A3

8.06.01-145/18

of European Technical Assessment ET A-07/0257 of 29 May 2018


Specifications of intended use


Static or quasi-static action

Base materials

Temperature -40°C to +40°C Range 1

Temperature -40°C to +80°C

Range II

M8 1

M10 1

Deutsches Institut

für Bautechnik

Anchor rod HB-V-A

M12 1

M16

~

DIBt

1 M20

1 M24

reinforced or unreinforced normal weight concrete without fibres acc. to EN 206:2013

strength classes C20/25 to C50/60, acc. to EN 206:2013

uncracked concrete

max long term temperature +24°C and max short term temperature +40°C

max long term temperature +50°C and max short term temperature +80°C

Use condltlons {envlronmental condltlons): . Structures subject to dry internal conditions (zinc plated steel, stainless steel or high corrosion resistant steel)

Structures subject to external atmospheric exposure (including industrial and marine environment) and to permanently damp internal conqition, if no particular aggressive conditions exist (stainless steel or high corrosion resistant steel)

Structures subject to external atmospheric exposure and to permanently damp internal condltion, if other particular aggressive conditions exist (high corrosion resistant steel)

Note: Partlcular aggressive condllions 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-lclng materials are used)

Design: . Verifiable calculation notes and drawings are prepared taking account of the loads to be anchored. The position of the anchor is indicated on the design drawings (e.g. position of the anchor relative to relnforcement or to supports, etc.)

. Anchorages are designed under the responsibility of an engineer experienced in anchorages and concrete work . Anchorages are designed in accordance with FprEN 1992-4:2016 and TR 055


lntended use Annex B1 Specifications

234114.18 8.06.01-145/18



Table 81: Installation parameters

Anchor size

Nominal diameter of drill hole do

Cutting diameter of drill hole dcut::;

Depth of drill hole ho

Effective anchorage depth het Diameter of clearance hole

d, in the fixture

Diameter of steel brush db

Maximum installation torque Tinst

MB

[mm] 10

[mm] 10,5

[mm] 80

[mm) 80

[mm] 9

[mm] 11

[Nm] 10

Steelbrush db(ii-/f=zr~~7E✓.ra-a

Deutsches Institut

für Bautechnik

M10 M12

12 14

12,5 14,5

90 110

90 110

12 14

13 16

20 40

OIBt

M16 M20

18 25

18,5 25,5

125 170

125 170

18 22

20 27

80 120

Table 82: Minimum member thickness, edge distance and spacing

Anchor size MB M10 M12 M16 M20

Minimum member thickness hmin [mm] 110 120 140 160 220

Minimum edge distance Cmin [mm] 40 45 55 65 85

Minimum spacing Smin [mm] 40 45 55 65 85

Table 83: Minimum curing time

Temperature in the drill hole Minimum curing time

dry concrete wet concrete

~ 0°C 5 h 10 h

~ + 5°c 1 h 2 h

~ +20°C 20 min 40 min

~ +30°C 10 min 20 min


M24

28

28,5

210

210

26

30

180

M24

260

105

105

lntended use Annex B2

Installation parameters / Curing Time

234114.18 8 .06.01-145/18

of European Technical Assessment ET A-07/0257 of 29 May 2018


Installation

Deutsches Institut

für Bautechnik

1

DIBt

Anchor installatlon carried out by appropriately qualified personnel and under the supervision of the person responsible for technical matters of the site Dry or wet concrete, all slzes Hole drllling by hammer drilling Cleaning the drill hole: Removing possibly existing water in the drill hole completely and cleaning the drill hole by at least one blowing operation, by at least 1 x blowing / 1 x brushing / 1 x blowing / 1 x brushlng operation by using the steel brush supplied by the manufacturer; before brushing cleaning the brush and checking whether the brush diameter according to Annex 82, Table 81 is still sufficient. The steel brush shall produce natural resistance as it enters the anchor hole. lf this ls not the case a new brush or a brush with a larger diameter must be used. Curing time must be observed pior to loading the anchor. Observe expiration date

1. drllllng 2. blowlng


lntended use Installation

234114.18

3. brushlng 4. blowlng 5. brushlng

t l

Annex 83

8.06.01-145/18


English translation prepared by D/Bt

Table C1: Characteristic values for tension loads

Anchor size M8

Steel fallure

Steel, zlnc plated NRk,s [kN] 18

Q) property class 5.8 u C ro Steel, zinc plated ui NRk,s [kN] 29 'ui property class 8.8 Q) ....

Stalnless steel A4 u NRk,s [kN] 26 :;:::;

property class 70 Cf) ·c Q)

Stalnless steel A4 t5 NRk,s [kN] 29 ro property class 80 ....

ro ..c ü High corrosion resistant steel [kN]

HCR NRk,s 26

Comblned pull-out and concrete fallure

Characteristic resistance in uncracked concrete C20/25 to C50/60

Temperature range 1 'Rk [N/mm2] 10

Temperature range II •Rk [N/mm2] 10

Concrete cone fallure

Factor for k, kucr,N [-]

Edge distance Ccr,N [mm)

Spacing Scr,N (mm]

Spllttlng

Characteristic resistance N°Rk,sp [kN]

Edge distance Ccr,sp (mm] 1,5 h0 ,

Spacing Scr,sp [mm] 3 hat

Installation factor Ylnst (-]

Table C2: Displacements under tension load

Anchor size M8

Tension load N [kN] 8

ÜNO [mm] 0, 1 Displacement

ON"' (mm)


Performance Characteristic values and displacements under tenslon load

23411 4.18

Deutsches Institut

für Bautechnik OIEt

M10 M12 M16

29 42 78

46 67 126

40 59 110

46 67 126

40 59 110

11 9,5 9,5

11 9,5 8,0

11 ,0

1,5 hat

3 h0 ,

min [N°Rk,p; N°Rk,c]

1 he,

2 hat

1,2

M10 M12 M16

12 16 20

0,2 0,2 0,2

0,5

M20 M24

123 177

196 282

172 247

196 282

172 247

8,5 7,5

7,0 5,5

M20 M24

30 38

0,5 0,4

Annex C1

8.06.01-145/18


English translation prepared by 0/Bt

Table C3: Characteristic values for shear loads

Anchor size

Steel fallure wlthout lever arm

Steel, zinc plated V0

Ak,s [kN] ,.__ property class 5.8 (lj (1) Steel, zinc plated

V0

Ak,s .c [kN] (/) (1) property class 8.8 (..) u :;::;c Stalnless steel A4 (/) Cl1

V0Ak,s [kN] ·c t5 property class 70 (1) ·-...., (/)

(..) (1)

Stainless steel A4 Cl1 ,.__ V

0Ak,s [kN]

,.__ Cl1 property class 80 .c ()

High corrosion reslstant steel V

0Ak.s [kN] HCR

Ductility factor k1 [-]

Steel fallure wlth lever arm

Steel, zlnc plated M

0Ak,s [Nm]

C) property class 5.8 C 'ö Steel, zinc plated

M0

Ak,s C [Nm] (1) property class 8.8 .0...., U C Stalnless steel A4 ·- (1)

M0Ak,s in E property class 70 [Nm]

·;:: 0

.!BE Stalnless steel A4 u M

0Ak,s [Nm] Cl1 ,.__ property class 80 Cl1 .c

() High corrosion resistant steel M

0Ak.s [Nm] HCR

Pry-out failure

Factor k3 [-]

Concrete edge failure

Effective length of anchor 1, [mm]

Effective diameter of anchor dnom [mm]

Installation factor Y1nst [-]

Table C4: Displacements under shear load

Anchor size

Shear load V [kN]

Övo [mm) Displacement

öv"' [mm]


Performance Characteristic values and displacements under shear load

234114.18

M8

9

15

13

15

13

19

30

26

30

26

80

10

M8

5

2

4

Deutsches Institut

für Bautechnik

M10 M12

14 21

23 33

20 29

23 33

20 29

37 65

60 105

52 92

60 105

52 92

90 110

12 14

M10 M12

8 12

3 3

5 5

OIBt

M16

39

63

55

62

55

0,8

166

266

233

266

233

2,0

125

18

1,0

M16

22

4

6

M20 M24

61 88

98 141

86 124

98 141

86 124

325 561

519 898

454 785

519 898

454 785

170 210

25 28

M20 M24

35 50

5 5

7 7

Annex C2

8.06.01-145/18

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 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 HALFEN GmbH subsidiaries in Germany, France, the Netherlands, Austria, Poland, Switzerland and the Czech Republic are Quality Management certified according to ISO 9001:2015, Certificate no. 202384-2016-AQ-GER-DAkkS.

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

www.dnvgl.com

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

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

Fax: +43 - 1 - 259 - 6770 99

Belgium / Luxembourg HALFEN N.V.Borkelstraat 1312900 Schoten

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

Fax: +420 - 235 - 314 308

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

Phone: +33 - 1 - 445231 00E-Mail: [email protected]: www.halfen.fr

Fax: +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr. 14 40764 Langenfeld

Phone: +49 - 2173 - 970 - 0E-Mail: [email protected]: 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: [email protected]: www.halfen.it

Fax: +39 - 035 - 0760799

Netherlands HALFEN b.v.Oostermaat 37623 CS Borne

Phone: +31 - 74-267 14 49E-Mail: [email protected]: www.halfen.nl

Fax: +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone: +47 - 51 82 34 00E-Mail: [email protected]: www.halfen.no

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

Phone: +48 - 61 - 622 14 14E-Mail: [email protected]: www.halfen.pl

Fax: +48 - 61 - 622 14 15

Spain HALFEN SpainPLAKABETON S.L.Polígono Industrial Santa Ana c/ Ignacio Zuloaga 2028522 Rivas-Vaciamadrid

Phone: +34 916 669 181E-Mail: [email protected]: www.halfen.es

Fax: +34 916 669 661

Sweden Halfen ABVädursgatan 5412 50 Göteborg

Phone: +46 - 31 - 98 58 00E-Mail: [email protected]: www.halfen.se

Fax: +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone: +41 - 44 - 849 78 78E-Mail: [email protected]: 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: [email protected]: www.halfen.co.uk

Fax: +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc. PO Box 18687 San Antonio TX 78218

Phone: +1 800.423.91 40E-Mail: [email protected]: 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: [email protected]: www.halfen.com

Fax: +49 - 2173 - 970 - 849

For further information please contact: www.halfen.com

© 2

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halfen anchor bolt systems eta hb-v 05/18-e · the product description is given in annex a. ... 5...

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