HALFEN ANCHOR BOLT SYSTEMS ETA HB-BZ BZ-IG 08/16-E · manufacturing plant BZ Trade name 15 maximum...

HALFEN ANCHOR BOLT SYSTEMS

CONCRETE

ETA_HB-BZ_BZ-IG 08/16-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-BZ/HB-BZ- IG WEDGE ANCHOR

Deutsches Institut

tür Bautechnik DlBt

Approval body for construction products and types of construction

Bautechnisches Prüfamt

An institution establ ished by the Federal and Laender Governments

European Technical Assessment

* * * Deslgnaled * a ccording to * Article 29 of Regula-* tion (EU) No 30512011 *

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

Assessment)

* * *

ETA-07/0249 of 18 August 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

This version replaces

Deutsches Institut fü r Bautechnik

Deutsches Institut für Bautechnik

HALFEN Wedge Anchor HB-BZ and HB-BZ-IG

Torque controlled expansion anchor for use in concrete

Halfen GmbH Liebigstraße 14 40764 Langenfeld DEUTSCHLAND

Halfen Herstellwerk H B 1

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

Guideline far 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.

ETA-07/0249 issued on 7 May 2015

Kolonnenstraße 30 B 110829 Berlin 1 GERMANY 1 Phone: +493078730-01 Fax: +493078730-320 1 Email : [email protected] www.dibt.de

Z51543.16 8.06.01-219/16

European Technical Assessment ETA-07/0249 English translation prepared by DIBt

Deutsches Institut

für Bautechnik DIBt

Page 2 of 35 11 B August 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 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.

Z5 1543.16 8.06.01-219/16

Deutsches Institut

tür Bautechnik OIBt

European Technical Assessment ETA-07/0249 Page 3 of 35118 August 2016

English translation prepared by DIBt

Specific Part

1 Technical description of the product

The HALFEN Wedge anchor HB-BZ and HB-BZ-IG is an anchor made of galvanised steel or made of stainless steel or high corrosion resistant steel which is placed into a drilled hole and anchored by torque-controlled expansion. The following anchor types are covered:

Anchor type HB-BZ with external thread, washer and hexagon nut, sizes M8 to M27, Anchor type HB-BZ-IG S with internal thread, hexagon head nut and washer S-IG, sizes M6 to M12, Anchor type HB-BZ-IG SK with interna I thread, countersunk head screw and countersunk washer SK-IG, sizes M6 to M12, Anchor type HB-BZ-IG B with internal thread, hexagon nut and washer MU-IG, sizes M6 to M12.

The product description is given in Annex A

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

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 an chor 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.

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

3.1 Mechanical resistance and stability (BWR 1)

Essential characteristic Penformance

Characteristic resistance for static and quasi static See Annex C 1 to C 5 action for H B-BZ

Characteristic resistance for seismic performance See Annex C 6 categories C1 and C2 for HB-BZ

Characteristic resistance for static and quasi static See Annex C 11 to C 13 action for HB-BZ-IG

Displacements under tension and shear loads for See Annex C 9 to C 10 HB-BZ

Displacements under tension and shear loads for See Annex C 15 HB-BZ-IG

Z51543. 16 8.06.01-219/16

European Technical Assessment ETA-07/0249 Eng lish translation prepared by DISt

3.2 Safety in case of fire (BWR 2)

Essential characteristic

Reaction to lire

Resistance to lire for HB-BZ

Resistance to lire for HB-BZ-IG

3.3 Safety in use (BWR 4)

Deutsches Institut


Page 4 of 35 118 August 2016

Performance

Anchorages satisfy requirements for Class A1

See Annex C 7 and C 8

See Annex C 14

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

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

In accordance with guideline lor European technical approval ETAG 001 , April 2013, used as European Assessment Document (EAD) according to Article 66 Paragraph 3 of Regulation (EU) No 305/2011, the applicable European 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 lor the implementation 01 the AVCP system are laid down in the control plan deposited at Deutsches Institut für Bautechnik.

Issued in Berlin on 18 August 2016 by Deutsches Institut lür Bautechnik

Uwe Bender beglaubigt:

Head 01 Department Baderschneider

Z51543.16 8.06.01-219f16

of European Technical Assessment ETA-07/0249 of 18 August 2016

English lranslation prepared by DIBI

Wedge an chor HB-BZ

Deutsches Institut

für Bautechnik DlBt

Conical bolt Expansion sleeve Washer Hexagon nut

/ ~;}J-l--o- :: ._. _ ._ . flI MB 10 M20 UI r--

'--

.---,

-!~" I. f ---oiE ~

ß MB 10 M20 ----_":...I !

~

I'---'

".l 8 ---

- 0 M24 10 M27 - _.- ------------------- f- ------ ------(M27 zinc plaled only)

Wedge anchor HB-BZ-IG M6 to M12

Anchor system

HB-BZ-% Washer q- Hexagon

IG S head screw

Conical bolt HB-BZ- -0 Countersunk E3l1- Countersunk IGSK ---0 J ------ .:± - _ was her head screw

"",u" sleeve Commercial Washer Hexagon nut

standard rod HB-BZ- I I I 1GB -} -{}- --IE- -------l-

Anchor version Product descrlptlon Intended use Performance

HB-BZ Annex A 1 - Annex A4 Annex 81 - Annex 86 Annex C1 -Annex C10

HB-BZ-IG AnnexA1 Annex 81 - Annex 82 Annex C 11 - Annex C 15 Annex A5 - Annex A7 Annex 87 - Annex 89

Wedge Anchor HB-BZ and HB-BZ-IG

Product descrlptlon Annex A1 Anchor types

Z51956.16 8 .06.01-219/16



Intended use Wedge Anchor HB-BZ

h ~ hm1n " or hm1n,2

I

"I

Wedge Anchor HB-BZ

Product descrlptlon Installation situation HB-BZ

Z51956.16

, , , ,

, I

, ,

h,

- ,- - ,, , , " , , , , ,

, , , ,

Concrete " , ,

, , , , ~ 1-"-- -'--

h ~ hm1n,3

,

Deutsches Institut


Annex A2

8.06.01-219/16



Anchor slze HB-BZ MB 10 M20:

Marklng 1 e.g.: <> BZ 15/35 sw

Deutsches Institut


Marklng 1 e.g.: <> BZ 15/35

(1-\ (i! C1J (4. ) <> Identify ing mark of - manufacturing plant

1 BZ Trade name .I / ~ Marking ~ 15 maximum thickness of fixture

'" dk- Wi@MS":;'i+]-I - -o- r-- -.--.-- -'-lF ~tI1@ 35 ~~~'fthickness offixturefor 1 II---<r'---_ f hOf."" 1 Cold formed version '--' M8 Thread diameter

L

Marklng 2 e.g.: <> BZ 15 ,--__ Marking of anchorage depth

I--

·r;:=~=~r:9_~:lr' l_ -__ -.-_-._-. -+"k-;= : = .-=.=1- t=~-

Cold formed version '-

,--

1ßiI.~· :$: '··'1St•·· ::<,~=-;,,_,,-:,=tJ-----------------OI:~r : ~~=-=~- =jl -I:=- ~ Free cut version '--

A4 additional marking of stainless steel

HCR additional marking of high corrosion resistant steel

Marklng 2 e.g.: <> BZ 15

<> Identifying mark of manufacturing plant

BZ Trade name 15 maximum thickness of fixture

for haf M8 Thread diameter

A4 additional marking of stainless steel

HCR additional marking of high corrosion resistant steel

Anchor slze HB-BZ M24 and M27: r--Marklng 3 e.g.: <> BZ M24-30

I <> Identifying mark of n,------. manufacturing plant

BZ Trade name

- --- .8----.- - -- --------·-----·-0-· - ---- __ . ___ ö M24 Thread diameter 30 maximum thickness of fixture A4 additional marking of stainless

Marklng 01 lenglh

Length of anchor min ~

Length of anchor max <

Marklng 01 lenglh

Length of anchor min ~

Length of anchor max <

Wedge Anchor HB-BZ

Producl descrlptlon Anchor sizes and marking

Z51956.16

C (c) o (d)

63,5 76,2

76,2 88,9

0(0) P (p)

215,9 228,6

228 ,6 241,3

E (e) F (I) G (g) H (h)

88,9 101,6 114,3 127,0

101,6 114,3 127,0 139,7

Q (q) R (r) 5 (5) T (I)

241,3 254,0 279,4 304,8

254,0 279,4 304,8 330,2

1 (I) 139,7

152,4

U (u)

330,2

355,6

steel HCR additional marking of high

corrosion resistant steel

J(j) K (k) L (I) M (m) N (n)

152,4 165,1 177,8 190,5 203,2

165,1 177,8 190,5 203,2 215,9

V (v) W(w) X (x) Y (y) Z (z)

355,6 381,0 406,4 431,8 457,2

381 ,0 406,4 431,8 457,2 483,0

Annex A3

8.06.01-219/16


English translation p repared by DIBt

Table A1: Anchor dimensions HB-BZ

Anchor slze MB Ml0

1 Conieal bolt Thread M8 M10

0 dk = 7,9 9,8

Steel, zine plated L 65 + 1,;, 80 + 1,;, Length

A4, HCR L 65 + 1,;, 80 + 1,;, 01 anehor redueed

Lhef,red 54 + Ir. 60 + 1,. anehorage depth

2 Expansion sleeve

3 Washer

4 Hexagon nut SW 13 17

Table A2: Materials HB-BZ

HB-BZ

No. ParI SIeei, zlnc p laled

M8 to M20: M10 to M20: Cold lormed or Cold lormed or

Conical bolt maehined steel, maehined steel, galvanised 2: 5~m, sherardized 2: 40~m,

1 Co ne plastie eoated Cone plastie eoated

Threaded bolt and threaded

M24 and M27: -cone

Steel, galvanised

M8 to M20: Steel ace. to

M10 to M20: EN 10088:2014,

Steel ace. to 2

Expansion material No. 1.4301 EN 10088:2014,

sleeve or 1.4401 material No. 1.4301

M24 and M27: Steel ace. to

or 1.4401

EN 10139:1997

Steel, meehanically 3 Washer Steel, galvanised

galvanised

4 Hexagon nut Steel, galvanised, Steel, eoated hot dip galvanised

Wedge Anchor HB-BZ

Product descrlptlon Dimensions and materials

Z51956.16

Deutsches Institut

für Bautechnik

M12 M16

M12 M16

12,0 15,7

DIBt

M20 M24 M27

M20 M24 M27

19,7 24 28

96,5+1,;, 118+1,;, 137+1,;, 161+1,;, 178+1,;,

96,5+1,;, 118+1,. 137+1,;, 168+1,;, -76,5+1,;, 98+1,;, - - -

see Table A2

see TableA2

19 24 30 36 41

Dimensions in mm

HB-BZA4 HB-BZ HCR

High corroslon Slalnless sleel A4

reslslanl sleel (HCR)

M8 to M20: M8 to M20: Stainless steel High eorrosion resistant (e.g. 1.4401, 1.4404, steel 1.4578, 1.4571) 1.4529 or 1.4565, EN 10088:2014, EN 10088:2014,

Cone plastie eoated Co ne plastie eoated

M24: M24: Stainless steel High eorrosion resistant (e .g. 1.4401, 1.4404) steel 1.4529 or 1.4565, EN 10088:2014 EN 10088:2014

Stainless steel Stainless steel (e .g. 1.4401, 1.4404, (e.g. 1.4401 , 1.4404, 1.4571) 1.4571 ) EN 10088:2014 EN 10088:2014

Stainless steel High eorrosion resistant (e.g . 1.4401, 1.4571) steel 1.4529 or 1.4565, EN 10088:2014 EN 10088:2014

Stainless steel High eorrosion resistant (e.g. 1.4401, 1.4571) stee11.4529 or 1.4565, EN 10088:2014, EN 10088:2014, eoated eoated

Annex A4

8.06.01-219/1 6



Intended use Wedge anchor HB-BZ-IG

Installation type V pre-seUlng installation pre-set anchor body, the fixture bears on the screw or thread rod only

HB-BZ-IG S consisting of BZ-IG and S-IG

HB-BZ-IG SK consisting of BZ-IG and SK-IG

HB-BZ-IG B consisting of BZ-IG and MU-IG

Wedge Anchor HB-BZ-IG

Product descrlptlon Installation situation HB-BZ-IG

Z51956_16

Deutsches Institut


Installation type D through-setting installation the anchor is set through the fixture, the fixture bears on the conical bolt BZ-IG

, ,

~-I '~--,- - - --,-

. ... I , , I '

I ( )

" I

I

[J: • I

Vi C'

, ,

~-I

/ 1 I .'

I

~ D: ---"-,

Annex A5

8 .06.01~21 9/16



Deutsches Institut


-Marklng: <> Identifying mark of manufacturing plant

BZ Trade name M6 Size of internal thread 10 max. thickness of fixture

(only installation type D) /® )~) A4 additionally for stainless steel HCR additionally for high corrosion resistant

~~-steel S-IG 8.g.0BZM6·10A4-

CD /lJ La

@ /® "- ..l ij - --{~ ------ _.~~ , :l Jntemal {~-~ SK-IG Ihread

'I

I I -ltl-

L

® @ in / I

. ~-§ Commercial '11- -- -- -- --I~ MU-IG standard rod

I L. I Table A3: Anchor dimensions HB-BZ-IG

No. Anchor slze M6 MB M10 M12

Conical bolt with o dk 7,9 9,8 11,8 15,7 Internal thread

1 Installation type V L 50 62 70 86

Installation type D L 50 + 1,;, 62 + Ir~ 70 + 1,;, 86 + 1,;,

2 Expansion sleeve see table A4

3 Washer see table A4

Hexagon head screw width across

10 13 17 19 flats

4 Installation type V Ls Ir~ + (13 to 21) 1,;, + (17 to 23) 1,;, + (21 to 25) 1,;, + (24 to 29)

Installation type D Ls 14 to 20 18 to 22 20 to 22 25 to 28

5 Countersunk o countersunk 17,3 21,5 25,9 30,9 washer t 3,9 5,0 5,7 6,7

Torx

Countersunk Torx T45 (Steel, zinc Hexagon socket Hexagon socket

head screw bit size

T30 plated)

6 mm 8mm 6 T 40 (Stainless

steel A4, HCR)

Installation type V LSK 1,;, + (11 to 19) Ir~ + (15 to 21) 1,;, + (19 to 23) 1,;, + (21 to 27)

Installation type D LSK 16 to 20 20 to 25 25 30

7 Hexagon nut width across flats 10 13 17 19

8 Commercial type V L. ;, 1,;, + 21 1,;, + 28 tfix + 34 1,;, + 41 standard radI) type D L. ;, 21 28 34 41

" ace. to specifications (Table A4) Dimensions in mm


Product descrlptlon Annex A6 Anchor parts, marking and dimensions

Z51956.16 8.06.01 -219/1 6



Table A4: Materials HB-BZ-IG

HB-BZ-IG

No_ Part 5teel, zlnc plated 2: 5 11m acc_ to EN ISO 4042:1999

1 Conical bol! BZ-IG Machined steel, with internal thread Cone plastic coated

Stainless steel 2 Expansion sleeve BZ-IG (e.g. 1.4301 , 1.4401)

EN 10088:2014

3 Was her S-IG I MU-IG Steel, galvanised

Hexagon head screw Steel, galvanised, 4

S-IG coated

Countersunk washer 5 Steel, galvanised

SK-IG

Countersunk head screw Steel, galvanised 6

SK-IG coated

Hexagon nut Steel, galvanised 7

MU-IG coated

Property class 8.8, 8 Commercial standard rod EN ISO 898-1 :2013

A, > 8 % ductile


Product descrlptlon Materials

Z51956.16

Deutsches Institut

für Bautechnik

HB-BZ-IG A4

5talnless steel A4

Stainless steel (e.g. 1.4401, 1.4404, 1.4571 , 1.4362) EN 10088:2014,

Cone plastic coated

Stainless steel (e.g. 1.4401, 1.4571) EN 10088:2014

Stainless steel (e.g. 1.4401, 1.4571) EN 10088:2014

Stainless steel (e.g. 1.4401 , 1.4571) EN 10088:2014,

coated

Stainless steel (e.g. 1.4401, 1.4404, 1.4571)

EN 10088:2014,

zinc plated, coated

Stainless steel (e.g. 1.4401, 1.4571)

EN 10088:2014,

coated

Stainless steel (e.g. 1.4401, 1.4571) EN 10088:2014,

coated

Stainless steel (e.g. 1.4401 , 1.4571) EN 10088:2014, property class 70,

EN ISO 3506:2009

DIEt

HB-BZ-IG HCR

High corroslon reslstant steel HCR

High corrosion resistant steel , 1.4529, 1.4565, EN 10088:2014, Cone plastic coated

Stainless steel (e.g. 1.4401 , 1.4571) EN 10088:2014

High corrosion resistant steel, 1.4529, 1.4565, EN 10088:2014

High corrosion resistant steel , 1.4529, 1.4565, EN 10088:2014, coated

High corrosion resistant steel , 1.4529, 1.4565, EN 10088:2014, zinc plated , coated

High corrosion resistant steel , 1.4529, 1.4565, EN 10088:2014, coated High corrosion resistant steel, 1.4529, 1.4565, EN 10088:2014, coated High corrosion resistant steel, 1.4529, 1.4565, EN 10088:2014, property class 70, EN ISO 3506:2009

Annex A7

8.06.01-219/16


English lranslation prepared by 0181

Specifications of intended use

Wedge Anchor HB-BZ

Standard anchorage depth

Steel, galvanised Steel , sherardized Stainless steel A4 and hiah corrosion resistant steel HCR Static or quasi-static action Fire exposure Seismic action (C 1 and C2) 'I

Reduced anchorage depth 1)

Steel, galvanised Steel, sherardized Stainless steel A4 and high corrosion resistant steel HeR Static or quasi-static action Fire exposure Seismic action (C 1 and C2) I) only cold formed anchors acc. to Annex A3

Wedge Anchor f!B-BZ-IG

Steel zinc plated Stainless steel A4 and high corrosion resistant steel HCR Static or Quasi-static action Fire exposure Seismic action (C 1 and C2)

Base materials:

MB I

-

MB I -

M6

I

I

M10 I

M10 I ./

./

./

./

-

Deutsches Institut

für Bautechnik

M12 I M16 ./

./

./

./

./

./

M12 I M16

./

I MB I M10 ./

./

./

./

-

• Reinforced or unreinlorced normal weight conerete aeeording to EN 206-1 :2013 • Strength elasses C20/25 to C50/60 aecording to EN 206-1 :2013 • Craeked or non-eraeked eonerete

Use condltlons (Environmental condltlons):

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

DIBt

M20 M24 I M27

I -

I -

- I -

I M12

• Struetures subjeet to external atmospherie exposure including industrial and marine environment or exposure to permanently damp internal condition, il no partieular aggressive eonditions exist (stainless steel or high corrosion resistant steel).

• Struetures subjeet to external atmospheric exposure and to permanently damp internal condition, il other partieular aggressive eonditions (high corrosion resistant steel)

Note: Partieular aggressive conditions are e.g. permanent, alternating immersion in seawater or the splash zone 01 seawater, chloride atmosphere 01 indoor pools or atmosphere with extreme ehemieal pollution (e.g. in desulphurization plants or road tunnels where de-ieing materials are used.)


Intended use Annex 81 Specilications

Z51956.16 8.06.01-219/16


Deutsches Institut

für Bautechnik DlBt English translation prepared by DIBt

Specifications of intended use

Design:

• Anchorages are designed under the responsibility of an engineer experienced in anchorages and concrete work.

• Veriliable calculation notes and drawings are prepared taking account of the loads to be anchored. The position 01 the anchor is indicated on the design drawings (e.g. position 01 the anchor relative to reinlorcement or to supports, etc.).

• Anchorages under static or quasi-static actions are designed in accordance with: - ETAG 001, Annex C, design method A, Edition August 2010 or - CENITS 1992-4:2009, design method A

• Anchorages under seismic actions (cracked concrele) are designed in accordance with: - EOTA Technical Report TR 045, Edition February 2013 - Anchorages shall be positioned outside 01 critical regions (e.g. plastic hinges) of the concrete structure - Fastenings in stand-off installation or with a graut layer are not allowed

• Anchorages under fire exposure are designed in accordance with:

- ETAG 001, Annex C, design method A, Edition August 2010 and EOTA Technical Report TR 020, Edition May 2004 or

- CENITS 1992-4: 2009, Annex 0

- It must be ensured that local spalling of the concrete cover does nol occur

Installation:

• Anchor installation carried out by appropriately qualilied personnel and under the supervision of the person responsible for technical matters 01 the site,

• Use of the anchor only as supplied by the manulacturer without exchanging the components of the anchor,

• In case of aborted hole: new drilling at a minimum distance away 01 twice the depth of the aborted hole or smaller distance il the aborted drill hole is filled with high strength mortar and if under shear or oblique tension load it is nol in the direction of load application.


Inlended use Specificalions

Z51956.16

Annex 82

8.06.01-219/1 6

of European Technica l Assessment ETA-07/0249 of 18 August 2016

English translation prepared by 0 181

Table 81: Installation parameters, H8-8Z

Anchor slze M8

Nominal drill hole diameter do [mm] 8

Cutting diameter of drill bit d eut< [mm] 8,45

Steel, galvanised T lnsl [Nm] 20 Installation Steel, sherardized T ins! [Nm] -torque Stainless steel A4,

HCR T lnst [Nm] 20

Diameter of clearance df $ [mm] 9

hole in the fixture


Depth of Steel, zinc plated h, ;, [mm] 60

drill hole Stainless steel A4, h,;, [mm] 60

HCR

Effective Steel, zinc plated h. f [mm] 46 anchorage Stainless steel A4,

h.f [mm] depth HCR 46

Reduced anchorage depth

Depth of drill hole h"red ~ [mm] 49

Reduced effective anchorage depth hef,red [mm] 35

h ~ hmin .1 bzw. hmin2

h , : I h,., .. t. ..

,i ~,~ ~'~~~~-',~~~ " • .\ '0 . '.6 @W

,! :" ;"'~',.~"'.~ G _~ K', Conerete '0 ',."

M10

10

10,45

25

22

35

12

75

75

60

60

55

40

T lnst

I .~i! ~ '\~~_ :! I· 'o ~l ll & -+[ .-@n G

' i I""'" E ~ ~ ~ f~:"~-~-'_\' ~;/~ h...... t... I

h'.M

h > hml, .,

Wedge Anchor HB-BZ

Intended use Installation parameters

Z51956.16

T insl

Deutsches Institut

für Bautechn ik

M12 M16

12 16

12,5 16,5

45 90

40 90

50 110

14 18

90 110

90 110

70 85

70 85

70 90

50 65

DlBt

M20 M24 M27

20 24 28

20,55 24,55 28,55

160 200 300

160 - -200 290 -

22 26 30

125 145 160

125 155 -100 115 125

100 125 -

- - -

Annex 83

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Deutsches Institut

tür Bautechnik DIEt

Table 82: Minimum spacings and edge distances, standard anchorage depth, HB-BZ

Anehor slze MB Ml0 M12 M16 M20 M24 M27

Slandard Ihlekness 01 eonerele member

Sleel zlnc plaled Standard thickness of member hmin 1 [mml [ 100 120 140 [ 170 I 200 230 250 Craeked eonerele Minimum spacing Smin [mm] 40 45 60 60 95 100 125

for e " [mm] 70 70 100 100 150 160 300 Minimum edge distanee emin [mm] 40 45 60 60 95 100 160

for s " [mm] 60 90 140 160 200 220 540 Non-eraeked eonerele Minimum spaeing Smin [mm] 40 45 60 65 90 100 125

for e " [mm] 60 70 120 120 160 160 300 Minimum edge distance e min jmm] 50 50 75 60 130 100 160

for s " [mm] 100 100 150 150 240 220 540 Slainiess sleel A4, HCR Standard thickness of member hmin 1 [mm] 100 I 120 I 140 160 200 I 250 I -Craeked eonerele Minimum spaeing Smin [mm] 40 50 60 60 95 125

for e " [mm] 70 75 100 100 150 125 -Minimum edge distanee emin [mm] 40 55 60 60 95 125

for s " [mm] 60 90 140 160 200 125 Non-eracked eonerele Minimum spaeing Smin [mm] 40 50 60 65 90 125

for e " [mm] 60 75 120 120 160 125 -Minimum edge distanee emin [mm] 50 60 75 60 130 125

for s " [mm] 100 120 150 150 240 125 Minimum Ihlekness 01 eonerele member

Sleel zine plaled, slalnless sleel A4, HCR Minimum thickness of member hm," , I [mm] 60 [ 100 120 I 140 I - - -Craeked eonerele Minimum spaeing Smin [mm] 40 45 60 70

for e " [mm] 70 90 100 160 - - -Minimum edge distanee emin [mm] 40 50 60 60

for s " [mm] 60 115 140 160 Non-eraeked eonerele Minimum spaeing Smin [mm] 40 60 60 60

for e" [mm] 60 140 120 160 - - -Minimum edge distanee emin [mm] 50 90 75 90

for s " [mm] 100 140 150 200

Flre exposure tram one slde Minimum spaeing Sminfi [mm] I See normal ambient temperature Minimum edge distanee c",in fi [mm] I See normal ambient temperature

Fire exposure Irom more Ihan one slde Minimum spacing Sm,"" J [mm] I See normal ambient temperature Minimum edge distanee Gm,"" I [mm] I "300 mm

Intermediate values by linear interpolation.

Wedge Anchor HB-BZ

Intended use Annex 84 Minimum spaelngs and edge dlstanees tor standard anehorage depth

Z51956.16 8.06.01 -219/16



Deutsches Institut

tür Bautechnik DIBt

Table B3: Minimum spacings and edge distances, reduced anchorage depth, HB-BZ

Anchor slze MB M10 M12 M16

Minimum thickness of concrete member hmin ,3 [mm] 80 80 100 140

Cracked concrete

Smin [mm] 50 50 50 65 Minimum spacing

for c " [mm] 60 100 160 170

Cmin [mm] 40 65 65 100 Minimum edge distance

for 5 " [mm] 185 180 250 250

Non-cracked concrete

Smln [mm] 50 50 50 65 Minimum spacing

for c " [mm] 60 100 160 170

Cmin [mm] 40 65 100 170 Minimum edge distance

for s " [mm] 185 180 185 65

Flre exposure !rom one slde Minimum spacing Sm'nti I [mm] See normal ambient temperature Minimum edge distance Cminfi I [mm] See normal ambient temperature Flre exposure !rom more than one slde Minimum spacing Sminfi I [mm] See normal ambient temperature Minimum edge distance Cmin fi [mm] ~ 300 mm

Intermediate values by linear interpolation.

Wedge Anchor HB-BZ

Intended use Annex B5 Minimum spaclngs and edge dlstances tor reduced anchorage depth

Z51956.16 8 .06 . 01 ~219/1 6

of European Technical Assessment ETA-07/0249 01 18 August 2016


Installation instructions HB-BZ

1

2

3

4

5

Wedge Anchor HB-BZ

Intended Use Installation instructions

Z51956.16

Deutsches Institut

lür Bautechnik DIBt

Drill hole perpendicular to concrete surface.

Blow out dust. Alternatively vacuum clean down to the bottom of the hole.

Check position of nut.

Drive in anchor, such that h'f or h'f.'" depth is met. This compliance is ensured, if the thickness of fixture is not greater than the maximum thickness of fixture marked on the anchor in accordance with Annex A3.

Max. tightening torque T,"" shall be applied by using calibrated torque wrench .

Annex B6

8.06.01-219/16



Table B4: Installation parameters HB·BZ·IG

Anchor slze

Effective anchorage depth h" [mm] Drill hole diameter d, [mm] Cutting diameter of drill bit deut< [mm] Depth of drill hole h, ;, [mm] Screwing depth of threaded rod L,.') ;, [mm]

S [Nm] Installation moment, Tinst SK [Nm] steel zinc plated

B [Nm] S [Nm]

Installation moment, Tinst SK [Nm] stainless steel A4, HCR B [Nm]

Installation type V (Pre-selling installation) Diameter of clearance hole in the fixture d, < [mm]

S [mm] Minimum thickness of fixture tr.x t! SK [mm]

B [mm]

Installation type D (Through-selling installation) Diameter of clearance hole in the tixture d,s [mm]

S [mm] Minimum thickness ot tixture 1) ~x t! SK [mm]

B [mm]

M6

45 8

8,45 60 9 10 10 8 15 12 8

7 1 5 1

9 5 9 5

Deutsches Institut

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MB

58 10

10,45 75 12 30 25 25 40 25 25

9 1 7 1

12 7 12 7

DIBt

M10 M12

65 80 12 16

12,5 16,5 90 105 15 18 30 55 40 50 30 45 50 100 45 60 40 80

12 14 1 1 8 9 1 1

14 18 8 9 14 16 8 9

1) The minimum thickness of fixture can be reduced to the value of installation type V, if the shear load at steel failure is designed with lever arm.

2) see Annex A5

Table B5: Minimum spacings and edge distances HB·BZ·IG

Anchor slze M6 MB M10 M12

Minimum thickness of concrete member hm,o [[mm] 100 120 130 160 Cracked concrete Minimum spacing Smin [mm] 50 60 70 80

tor c ;, [mm] 60 80 100 120 Minimum edge distance Cmin [mm] 50 60 70 80

tor s ;, [mm] 75 100 100 120 Non-cracked concrete Minimum spacing Smin [mm] 50 60 65 80

tor c ;, [mm] 80 100 120 160 Minimum edge distance Cm'o [mm] 50 60 70 100

tor s ;, [mm] 115 155 170 210 Fire exposure trom one side Minimum spacing Smin,fi [mm] See normal temperature Minimum edge distance Cminfi [mm] I See normal temperature Fire exposure trom more than one slde Minimum spacing Sminfi [mm] I See normal temperature Minimum edge distance Cmin,fi [mm] I "300 mm Intermediate values by linear interpolation.


Intended use Annex B7 Installation parameters, minimum spacings and edge distances

Z51956 .16 8.06.01-219/16


English lranslation prepared by 0181

Installation Instructions HB-BZ-IG

Pre-settlng Installation

1

2

3

4

5

6


Intended Use Installation instructions for pre-setting installation

Z51956.16

Deutsches Institut

für Bautechnik OlBt


Blow out dust. Alternatively vacuurn clean down to the bottorn of the hole.

Setting tool for

rnrse~~~~t~~c~~~tallation~_--fr1_ --- . ---if- -------- -- -l

Drive in anchor with setting tool.

Drive in srew.

Max. tightening torque T;"" rnay be applied by using calibrated torque wrench.

Annex B8

8.06.01-219/16


English translation prepared by 0/8t

Installation instructions HB-BZ-IG

Through-setting installation

1

2

.. 3

4

5

6


Intended Use Installation instructions for through-setting installation

Z51956.1 6

Deutsches Institut



Blow out dust. Alternatively vacuum clean down to the bottom of the hole .

Setting tool for through-settlng Installation insert in anchor.

Drive in anchor with setting tool.

Drive in screw.

I!

Max. tightening torque T,"" may be applied by using calibrated torque wrench.

Annex B9

6.06.01-219/16

01 European Technical Assessment ETA-07/0249 0118 August 2016


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Table C1: Characteristic values for tension loads, HB-BZ zinc plated, cracked concrete, static and quasi-static action

Anchor slze MB M10 M12 M16

Installation salety faetor 12 = 11nst [-) 1,0

Steel failure

Charaeteristie tension resistanee N Rk,$ [kN) 16 27 40 60

Partial safety faetor YM, [-) 1,53 1,5

Pu li-out


Charaeteristie resistanee in NR. ,. [kN) 5 9 16 25 eonerete C20/25


Charaeteristie resistanee in NRk,p [kN) 5 7,5 1) 1)

eonerete C20/25

Inereasing faetor for NR. ,. .pe [-) ( o,S

ck;~be )

Concrete cone fallure

Effeetive anehorage depth hol [mm] 46 60 70 85

Redueed anehorage depth h ef,red [mm] 35 2) 40 50 65

Faetor ace. to CENfTS 1992-4 ka [-I 7,2

1) Pu li-out is not decisive, 2) Use restricted to anchoring of structural components statically indeterminate.

Wedge Anchor HB-BZ

Performance Characteristic values tor tension loads, HB-Bl zlnc plated, cracked concrete, static and quasi-static action

Z51956.16

DlBt

M20 M24 M27

86 126 196

1,6 1,5

1) 1) 1)

- - -

100 115 125

- - -

Annex C1

6.06.01 -219/16



Deutsches Institut

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Table C2: Charaeteristie values for tension loads, HB-BZ A4 I HCR, cracked concrete, statie and quasi-statie action

Anehor slze MB M10 M12

Installation safety factor Y2 =Yrnst [-]

Steel failure

Charaeteristie tension resistanee N Rk,1 [kN] 16 27 40

Partial safety faetor 1Ms [-] 1,5

Pu li-out

Standard anehorage deplh

Charaeteristie resistanee in eonerete NRk,p [kN] 5 9 16 C20/25

Redueed anehorBge depth

Charaeteristie resistanee in eonerete NRk,p [kN] 5 7,5 1)

C20/25

DlBt

M16 M20 M24

1,0

64 108 110

1,68 1,5

25 1) 40

1) - -

Inereasing faetor for NR" .pe [-] (ck~~b e )0,5 Conerete co ne failure

Effeetive anehorage depth h.f [mm] 46 60 70 85 100 125

Redueed anehorage depth hef,red [mm] 35 2) 40 50 65 - -Factor aeeording to kc, [-] 7,2 CENfTS 1992-4

1) Pu li-out is not declsive. 2) Use restricted to anchoring of structural components statically indeterminate.

Wedge Anchor HB-BZ

Performance Characteristic values for tension loads, HB-BZ A4/ HCR,

Annex C2

eraeked eonerete, statie and quasi-static action

Z51956.16 8.06.01-219/16


Eng/ish translation prepared by DIBt

Deutsches Institut

für Bautechnik

Table C3: Charaeteristie values for tension loads, HB-BZ zine plated,

non-eraeked eonerete, statie and quasi-statie action

Anchor slze M8 M10 M12 M16

Installation salety laetor Y2·Y',,, 1 [-] 1,0

Steel fallure

Charaeteristie tension resistanee NR".I IkN] 16 27 40 1 60 Partial salety laetor YM, I [-] 1,53 1,5

Pu li-out

Standard anehorage depth Charaeteristie resistanee in

NRk,p [kN] 12 16 25 35 non-eraeked eonerete C20/25 Redueed anchorage depth

Charaeteristie resistanee in NRk,p [kN] 7,5 9 1) 1)

non-eraeked eonerete C20/25

DIBt

M20 M24

86 126

1,6 1,5

') 1)

- -Splitting For the proof against splitting failure NORk.c has to be replaced by NORk.'Pwith consideration of the member thickness

Standard anehorage depth Splitting lor standard thiekness of concrete member (The high er resistance of case 1 and case 2 may be applied; the values sa.sp and Ccr.IP may be linearly interpolated for the member thickness hmln•2 < h < hmln.1 (Ca se 2); IVh.SP= 1,0»

Standard thiekness 01 eonerete hmin,1 ~ [mm] 1 100 1 120 140 170 200 230

Case 1 Charaeteristie resistanee in

NORk,sP [kN] 9 12 20 30 40 62,3 non-eraeked eonerete C20/25 Spaeing (edge distanee) sa,.p (- 2 ea,.p) [mm] 3 hof

Case2 Charaeteristie resistanee

NORk.5P IkN] 12 16 25 35 50,5 62,3 in non-eraeked eonerete C20/25 Spaeing (edge distanee) s"" p (- 2 Co."p) Imm] 4 hof 4,4 hof 3 hof Splitting for minimum thiekness of conerete member

Minimum thiekness of eonerete hmin,2 ~ [mm] 80 100 120 140 Charaeteristie resistanee

NORk,sp [kN] 12 16 25 35 in non-eraeked conerete C20/25 - -Spacing (edge distanee) sa,.p (- 2 ea,.p) [mm] 5 hof Redueed anehorage depth

Minimum thiekness of eonerete hmin.3 ~ [mm] 80 80 100 140 Charaeteristie resistanee

NORk,SP [kN] 7,5 9 17,9 26,5 in non-eraeked eonerete C20/25 - -Spacing (edge distanee) s", .. (= 2 ea,.p) [mm] 200 200 250 300

Inereasing laetor ",C [-] (Ck;~bC )0,5

lor NRk,p and N° Rk,'p

Conerete eone failure

Effeetive anehorage depth h" [mm] 46 1 60 70 85 100 115 Redueed anehorage depth her,red [mm] 352) 1 40 50 65 - -Faetor according to CENITS 1992-4 kucr [-] 10,1

1) Pull-out is not decisive. 2) Use restricted to anchoring of structural components statically indeterminate.

Wedge Anchor HB-BZ

M27

196

1)

-

250

50

70,6

5 h"

-

-

125

-

Performance Annex C3 Charaeteristie values lor tension loads, HB-BZ zine plated, non-eraeked eonerete, statie and quasi-statie action

Z51956.16 8.06.01 -219/16



Deutsches Institut

fü, Bautechnik

Table C4: Characteristic values for tension loads, HB-BZ A4 I HCR,

non-cracked concrete, static and quasi-static action

Anchor slze MB M10 M12

Installation safety factor y, = y;,,, I [-] 1,0

Steel fallure

Characterislic lension resislance N Rk.s [kN] 16 27 40 I Parlial safely factor YM. [-] 1,5

Pu li-out

Standard anchorage depth Characterislic resislance in

NRk,p [kN] 12 16 25 non-cracked concrete C20/25

Reduced anchorage depth Characterislic resislance in

N Rk.P [kN] 7,5 9 I)

non-cracked concrele C20/25

DlBt

M16 M20 M24

64 108 110

1,68 1,5

35 ') I)

I) - -Splitting For the proof against splitting failure N ORk.c has 10 be replaced by NORk.SP with consideration of the member thickness

Standard anchorage depth Splitting for standard thickness of concrete member (The highe, resistance of case 1 and case 2 may be applied; the values sc .... o and Cer.50 may be linearly interpolated for the member thickness hmn .2 < h < hmln.1 (Gase 2); I.I/h.sp= 1,0)

Standard Ihickness of concrete hmin.1~ [mm] 100 120 140 160 200 250

Case 1 Characlerislic resislance in

NORk,SP [kN] 9 12 20 30 40 non-cracked concrete C20/25 -Spacing (edge distance) s",,, (= 2 c",,,) [mm] 3 h",

Case2 Characteristic resislance in

NORk,SP [kN] 12 16 25 35 50,5 70,6 non-cracked concrele C20/25

Spacing (edge dislance) s",.p (= 2 c"",p) [mm] 230 250 280 400 440 500

Splitting for minimum thickness of concrete member

Minimum Ihickness of concrele h min.2 ~ [mm] 80 100 120 140 Characterislic resislance in

NORk,SP [kN] 12 16 25 35 non-cracked concrete C20/25

- -Spacing (edge dislance) s",.p (- 2 cu"p) [mm] 5 h.f Reduced anchorage depth

Minimum Ihickness of concrele hmin.3 ~ [mm] 80 80 100 140 Characlerislic resislance in

NORk,SP [kN] 7,5 9 17,9 26,5 non-cracked concrele C20/25 - -Spacing (edge dislance) s",,, (= 2 c""p) [mm] 200 200 250 300

Increasing faclor IjIc [-] (ck;~be f'S

for NRk,P and N° Rk,'p

Concrete cone !allure

Effeclive anchorage deplh h'f [mm] 46 60 70 I 85 I 100 125

Reduced anchorage deplh hef,red [mm] 35') 40 50 I 65 I - -Faclor according 10 CENITS 1992-4 1<.." [-] 10,1

1) Pull-out is not decisive. 2) Use restricted to anchoring of structural components statically indeterminate,

Wedge Anchor HB-BZ

Performance Characlerislic values for tension loads, HB-BZ A4/ HeR,

Annex C4

non-cracked concrete, slalic and quasi-stalic aClion

Z51 956.16 8.06.01-219/1 6



Table C5: Characteristic values for shear loads, HB-BZ,

Deutsches Institut

tür Bautechnik DlEt

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

Anchor slze M8 M10 M12 M16 M20 M24 M27

Installation safety factor Y2 '" Yins( [-] 1,0

Sleel fallure wilhoul lever arm, Sleel zlnc plated

Characteristic shear resistance VRk,s [kN] 12,2 20,1 30 55 69 114 169,4

Factor for ductility k, [-] 1,0

Partial safety faetor YM, [-] 1,25 1,33 1,25 1,25

Sleel failure wilhoul lever arm, Slalnless steel A4, HGR

Charaeteristie shear resistanee VRk,s [kN] 13 20 30 55 86 123,6

Faetor for duetility k, [-] 1,0 -Partial safety faetor YM' [-] 1,25 1,4 1,25

Sleel failure wilh lever arm, Steel zinc plated

Charaeteristie bending resistanee MORk,S [Nm] 23 47 82 216 363 898 1331,5

Partial safety faetor YM, [-] 1,25 1,33 1,25 1,25

Sleel failure wilh lever arm, Slainiess steel A4, HGR

Charaeteristie bending resistanee MORk,S [Nm] 26 52 92 200 454 765,4 -

Partial safety faetor YM, [-] 1,25 1,4 1,25

Gonerele pry-oul failure

Faetor k ace. to ETAG 001, Annex C ~'I [-] 2,4 2,8

or k, ace. to CENITS 1992-4

Gonerele edge fallure

Effeetive length of Steel zine plated I, [mm] 46 60 70 85 100 115 125 anehor in shear

Stainless steel loading with hOl

A4, HCR I, [mm] 46 60 70 85 100 125 -

Effeetive length of Steel zine plated I,.red [mm] 35'1 40 50 65 anehor in shear

Stainless steel - - -loading with h.

"". A4, HCR I"red [mm] 35'1 40 50 65

Outside diameter of anehor dnom [mm] B 10 12 16 20 24 27

1) Use restricted to anchoring of structural components statically indeterminate.

Wedge Anchor HB-BZ

Performance Characteristie values for shear loads, HB-BZ,

Annex C5

cracked and non-craeked concrele, statie or quasi statie action

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Table C6: Characteristic resistance for seismic loading, HB-BZ,

DIBt

standard anchorage depth, performance category C1 and C2

Anchor slze MB Ml0 M12 M16 M20

Tension loads

Installation safety faetor Y2 '" Yinst [-] 1,0

Steel fallure, Steel zlnc plated

Charaeteristie resistanee Cl NRk.s,seis,c1 [kN] 16 27 40 60 86

Charaeteristie resistanee C2 NRk,s,seis.c2 [kN] 16 27 40 60 86

Partial safety factor YMs,seis [-I 1,53 1,5 1,6

Steel fallure, Stalnless steel A4, HCR

Charaeteristie resistanee Cl NRk,s,seis,c1 [kN] 16 27 40 64 108

Charaeteristie resistanee C2 NRk,s,seis,c2 [kN] 16 27 40 64 108

Partial safety faetor YMs,seis [-] 1,5 1,68

Pu li-out (steel zine plated, stainless steel A4 and HCR)

Charaeteristie resistanee Cl NRk,p,seis,c1 [kN] 5 9 16 25 36

Charaeteristie resistanee C2 NRk,p,sels,c2 [kN] 2,3 3,6 10,2 13,8 24,4

Inereasing faetor for NR"p ljic [-I 1,0

Shear loads

Steel fallure wlthout lever arm, Steel zinc plated

Charaeteristie resistanee Cl VRk,s.seis,C1 [kN] 9,3 20 27 44 69

Charaeteristie resistanee C2 V Rk,s,seis,C2 [kN] 6,7 14 16,2 35,7 55,2

Partial safety faetor YMs.seis [-I 1,25 1,33

Steel fall ure wlthout lever arm, Stalnless steel A4, HCR

Charaeteristie resistanee Cl V Rk,s,seis,C 1 [kN] 9,3 20 27 44 69

Charaeteristie resistanee C2 V Rk.s,seis,C2 [kN] 6,7 14 16,2 35,7 55,2

Partial safety factor YMs,&8is [-I 1,25 1,4

Wedge Anchor HB-BZ

Performance Characteristic resistance for selsmlc loadlng, HB-BZ,

Annex C6

standard anchorage depth, performance category Cl and C2

Z51956.16 8.06.01-219/16



Deutsches Institut


Table C7: Characlerislic values tor tension and shear load under tire exposure, HB-BZ, standard anchorage depth, cracked and non-cracked concrele C20/25 10 C50/60

Anchor slze MB M10 M12 M16 M20 M24 M27

Tension load

Sieel !ailure

SIeei, galvanised

R30 1,5 2,6 4,1 7,7 9,4 13,6 17,6

Characteristic R60 1,1 1,9 3,0 5,6 8,2 11,8 15,3 resistance R90

NRk•S•fi [kN] 0,8 1,4 2,4 4,4 6,9 10,0 13,0

R120 0,7 1,2 2,2 4,0 6,3 9,1 11,8

Slainiess sleel A4, HeR

R30 3,8 6,9 12,7 23,7 33,5 48,2

Characteristic R60 2,9 5,3 9,4 17,6 25,0 35,9

resistance NAk,8.fi [kN] -R90 2,0 3,6 6,1 11,5 16,4 23,6

R120 1,6 2,8 4,5 8,4 12,1 17,4

Shear load

Sieel !ailure wilhoul lever arm

Sieel, galvanised

R30 1,6 2,6 4,1 7,7 11 16 20,6

Characteristic R60 1,5 2,5 3,6 6,8 11 15 19,8 resislance R90

VRk,s,fi [kN] 1,2 2,1 3,5 6,5 10 15 19,0

R120 1,0 2,0 3,4 6,4 10 14 18,6

Slainiess sleel A4, HeR

R30 3,8 6,9 12,7 23,7 33,5 48,2

Characteristic R60 2,9 5,3 9,4 17,6 25,0 35,9

resistance VRk,s,fi [kN] -R90 2,0 3,6 6,1 11,5 16,4 23,6

R120 1,6 2,8 4,5 8,4 12,1 17,4

Sieel !ailure with lever arm

SIeei, .galvanlsed

R30 1,7 3,3 6,4 16,3 29 50 75

Characteristic R60 MO 1,6 3,2 5,6 14 28 48 72 resistance R90

Rk,s,1i [Nm] 1,2 2,7 5,4 14 27 47 69

R120 1,1 2,5 5,3 13 26 46 68

Slalnless sleel A4, HeR

R30 3,8 9,0 19,7 50,1 88,8 153,5

Characteristic R60 MO 2,9 6,8 14,6 37,2 66,1 114,3 [Nm] -

resistance R90 Rk,s,fi

2,1 4,7 9,5 24,2 43,4 75,1

R120 1,6 3,6 7,0 17,8 32,1 55,5

The characteristic resistance tor pul I-out tailure, concrete eone tailure, concrete pry-out and concrete edge tailure can be calculated acoording to TR020 / CENITS 1992-4. 1I pUlt-out is not decisive in Eq. 2.4 and Eq. 2.5, TR 020 N ••. , must be replaced by N° •• ," ..

Wedge Anchor HB-BZ

Performance Annex C7 Charaeteristie values !or lenslon and shear load under !Ire exposure, HB-BZ. slandard anchorage deplh. eraeked and non-eracked eonerete C20/25 to C50/60

Z51956.1 6 8.06.01-219/16

of European Technical Assessment ETA-0710249 of 18 August 2016


Deutsches Institut


Table ca: Characteristic values tor tension and shear load under tire exposure, HB-BZ, reduced anchorage depth, cracked and non-cracked concrete C20/25 to C50/60

Anchor size MB M10 M12 M16

Tension load

Steet failure

Steet, gatvanised

R30 1,5 2,6 4,1 7,7

Characteristic R60 1,1 1,9 3,0 5,6 resistance R90

NRk,s,fi [kN] 0,8 1,3 1,9 3,5

R120 0,6 1,0 1,3 2,5

Stainless steet A4, HeR

R30 3,2 6,9 12,7 23,7


NRk.s,fi [kN] 1,9 3,6 6,1 11,5

R120 1,6 2,8 4,5 8,4

Shear load

Steet fallure without tever arm

Steel, gatvanised

R30 1,5 2,6 4,1 7,7

Characteristic R60 VRk,s,fi [kN]

1,1 1,9 3,0 5,6 resistance R90 0,8 1,3 1,9 3,5

R120 0,6 1,0 1,3 2,5

Stainless steel A4, HeR

R30 3,2 6,9 12,7 23,7


VRk,s,fi [kN] 1,9 3,6 6,1 11,5

R120 1,6 2,8 4,5 8,4

Steei failure with lever arm

Steet, gatvanised

R30 1,5 3,3 6,4 16,3

Characteristic R60 MO 1,2 2,5 4,7 11,9 resistance R90

Rk,s,fi [Nm] 0,8 1,7 3,0 7,5

R120 0,6 1,2 2,1 5,3

Stainless steet A4, HeR

R30 3,2 8,9 19,7 50,1

Characteristic R60 MO 2,6 6,8 14,6 37,2 resistance R90

Rk,s,fi [Nm] 2,0 4,7 9,5 24,2

R120 1,6 3,6 7,0 17,8

The characteristie resistance for pul I-out failure, concrete cone failure. concrete pry-out and eonerele edge failure can be calculaled according to TR020 I CENfTS 1992-4. II pu li-out is not decisive in Eq. 2.4 and Eq. 2.5, TR 020 No •. , must be replaced by N°o •. ,.

Wedge Anchor HB-BZ

Performance Annex ca Characterislic values for tension and shear load under lire exposure, HB-BZ, reduced anehorage depth, eraeked and non-eracked conerele C20/25 to C50/60

Z51956.16 8. 06.01-219/16



Deutsches Institut

tür Bautechnik

Table C9: Displacements under tension load, HB-BZ

Anchor slze MB Ml0 M12


Steel zlnc plated

Tension load in cracked concrete N [kN] 2,4 4,3 7,6

Displacement 6NO [mm] 0,6 1,0 0,4

6N• [mm] 1,4 1,2 1,4

Tension load in non-cracked concrete N [kN] 5,7 7,6 11 ,9


6N• [mm] 0,8 1,4

Displacements under seismic tension loads C2

Displacements for DLS ON,sels.c2(Dl S) [mm] 2,3 4,1 4,9

Displacements for ULS ON,seiS,C2(Ul S) [mm] 8,2 13,8 15,7

Stalnless steel A4, HCR



6N• [mm] 1,2 1,4 1,4

Tension load in non-cracked concrete N [kN] 5,8 7,6 11,9


6N• [mm] 1,2 1,0 1,4

Displacements under seismic tension loads C2

Displacements for DLS ON.seis.C2(DlS) [mm] 2,3 4,1 4,9

Displacements for ULS ON.seis.C2(Ul S) [mm] 8,2 13,8 15,7


Steel zlnc plated, stainless steel A4, HCR



6N• [mm] 1,2 1,0 0,8

Tension load in non-cracked concrete N [kN] 3,7 4,3 8,5


6N• [mm] 0,7 0,7 0,7

Wedge Anchor HB-BZ

Performance Displacements under tension load

Z51956.16

DlBt

M16 M20 M24 M27

11,9 17,1 21,1 24

1,0 0,9 0,7 0,9

1,3 1,0 1,2 1,4

16,7 23 ,8 29,6 34

0,3 0,4 0,5 0,3

0,8 1,4

3,6 5,1 - -

9,5 15,2

11,9 17,1 19,0

0,7 0,9 0,5 -1,4 1,0 1,8

16,7 23,8 33,5

0,2 0,4 0,5 -0,4 0,8 1,1

3,6 5,1 - -

9,5 15,2

9,0

1,0 - - -1,1

12,6

0,2 - - -0,7

Annex C9

8.06.01-219/16



Table C10: Displacements under shear load, HB-BZ

Anchor slze MB M10


Steel zlnc plated Shear load in cracked and V [kN] 6,9 11,4 non-cracked concrete Displacement Ovo [mm] 2,0 3,2

Ov~ [mm] 3,0 4,7

Displacements under seismic shear loads C2 Displacements

Öv,SOis,C2(DLS) [mm] 3,0 2,7 for DLS Displacements for ULS Öv,soi5,C2(ULS) [mm] 5,9 5,3

Stainless steel A4, HCR Shear load in cracked and V [kN] 7,3 11,4 non-cracked concrete

Displacement Ovo [mm] 1,9 2,4

Öv. [mm] 2,9 3,6

Displacements under seismic shear loads C2 Displacements

Öv,sois,C2(DLS) [mm] 3,0 2,7 for DLS Displacements for ULS Öv,seis,C2(ULS) [mm] 5,9 5,3


Steel zlnc plated Shear load in cracked and V [kN] 6,9 11,4 non-cracked concrete Displacement Ovo [mm] 2,0 3,2

Ov. [mm] 3,0 4,7

Stainless steel A4, HCR Shear load in cracked and

V [kN] 7,3 11,4 non-cracked concrete Displacement Ovo [mm] 1,9 2,4

Öv. [mm] 2,9 3,6

Wedge Anchor HB-BZ

Performance Displacements under shear load

Z51956.16

Deutsches Institut

tür Bautechnik

M12 M16

17,1 31,4

3,6 3,5

5,5 5,3

3,5 4,3

9,5 9,6

17,1 31,4

4,0 4,3

5,9 6,4

3,5 4,3

9,5 9,6

17,1 31,4

3,6 3,5

5,5 5,3

17,1 31,4

4,0 4,3

5,9 6,4

DlBt

M20 M24 M27

36,8 64,9 96,8

1,8 3,5 3,6

2,7 5,3 5,4

4,7 - -

10,1

43,8 70,6

2,9 2,8 -4,3 4,2

4,7 - -

10,1

- - -

- - -

Annex C10

8.06.01-219/16



Deutsches Institut

für Bautechnik

Table C11: Characteristic values for tension loads, HB-BZ-IG, eraeked conerete, static and quasi-static action

Anchor slze M6 I MB

Installation safety factor Y2 = Ylns! [-)

Steel failure

Characteristic tension resistance, N Rk,$ [kN) 16,1 I 22,6

sleel zinc plaled

Partial safety factor 1M, [-)

Characteristic tension resistance, NRk•s [kN) 14,1 I 25,6

slalnless sleel A4, HCR

Partial safety factor 1M, [-)

Pull-oul fallure

Characteristic resistance in NRk.p [kN) 5 I 9

cracked concrete C20/25

DIBt

I M10 I 1,2

I 26,0 I 1,5

I 35,8 I 1,87

I 12 I Increasing factor tjlc [-)

( o,S ck~~b e )

Concrele co ne lallure

Effective anchorage depth h.f [mm) 45 I 58 I 65 I Factor according to CEN/TS 1992-4 1<., [-) 7,2


Performance Characteristic values for tension loads, HB-BZ-IG, cracked concrele, static and quasi-static action

Z51956.16

M12

56,6

59,0

20

80

Annex C11

8.06.01-219/16

of European Teehnieal Assessment ETA-07/0249 of 18 August 2016

English Iranslation prepared by 0181

Deutsches Institut


Table C12: Characteristic values for tension loads, HB-BZ-IG, non-cracked concrete, static and quasi-static action

Anchor slze M6 I MB I Ml0 I Installation safety faetor 12 " Yinst H 1,2

Sleel fallure

Charaeteristie tension resistanee, NRk,s [kN ) 16,1 I 22,6 I 26,0 I sleel zinc plated

Partial safety faetor 1M, [-) 1,5

Charaeteristie tension resistanee, NRk ,$ [kN) 14,1 I 25,6 I 35,8 I slainless sleel A4, HCR

Partial safety factor 1M, [-I 1,87

Pull-oul

Charaeteristie resistanee in NRk,P [kN) 12 I 16 I 20 I non-eraeked eonerete C20/25

Splitting (N°".< has to be replaeed by NO"." . The higher resistanee of Case 1 and Ca se 2 may be applied.)

Minimum thiekness of eonerete member hmin [mm) 100 I 120 I 130 I Ca se 1

Charaeteristie resistanee in NORk,SP [kN) 9 I 12 I 16 I non-eraeked conerete C20/25

Spacing (edge distanee) s cr,sp (= 2 ccr,sp) [mm) 3 h'f

Case 2

Charaeteristie resistanee in NORk,SP [kN) 12 J 16 I 20 I non-eraeked eonerete C20/25

Spaeing (edge distanee) scr,sp (= 2 Ccr.sp) [mm) 5 h'f

Inereasing faetor ( 0,5

for NRk,P and N° Rk,sp IjIc [-) ck~~be )

Concrele co ne fallure

Effeetive anehorage depth h'f [mm) 45 I 58 I 65 I Faetor aeeording to CENITS 1992-4 k." [-) 10,1


Performance Charaeteristie values for tension loads, HB-BZ-IG, non-cracked concrete, statie and quasi-statie action

Z51956.16

M12

56,6

59,0

30

160

25

30

80

Annex C12

8.06.01-219/16


English Iranslalion prepared by 0181

Deutsches Institut

tür Bautechnik

Table C13: Characteristic values for shear loads, HB-BZ-IG,

DlBt

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

Anehor slze M6 M8 M10

Installation safety faetor Y2 · Y'nst [-] 1,0

HB-BZ-IG, steel zlne plated

Steel fallure without lever arm, Installation type V

Charaeteristie shear resistanee V Rk,s [kN] 5,8 6,9 10,4

Steel fallure without lever arm, Installation type 0

Charaeteristie shear resistanee VRk,iS [kN] 5,1 7,6 10,8

Steel fallure with lever arm, Installation type V

Charaeteristie bending resistanee MORk,s [Nm] 12,2 30,0 59,8

Steel fallure with lever arm, Installation type 0

Charaeteristie bending resistanee M ORkl [Nm] 36,0 53 ,2 76,0

Partial safety faetor for VR,. and MORk,. YM. [-] 1,25

Faetor of duetility k, [-] 1,0

HB-BZ-IG, stalnless steel A4, HeR

Steel fallure withoutlever arm, Installation type V

Charaeteristie shear resistanee VRk.1 [kN] 5,7 9,2 10,6

Partial safety faetor YM. [-] 1,25

Steel fallure without lever arm, Installation type 0

Charaeteristie shear resistanee VRk.s [kN] 7,3 7,6 9,7


Steel fallure with lever arm, Installation type V

Charaeteristie bending resistanee MORk,. [Nm] 10,7 26,2 52,3


Steel fallure with lever arm, Installation type 0

Charaeteristie bending resistanee M ORk, ! [Nm] 28,2 44,3 69,9


Faetor of duetility k, [-] 1,0

Conerete pry-out fallure

Factor k ace, to ETAG 001, Annex C or k(3) [-] 1,5 1,5 2,0

k, ace, to CENITS 1992-4

Conerete edge fallure

Effeetive length of anehor in shear loading I, [mm] 45 58 65

Effeetive diameter of anehor d,om [mm] 8 10 12


Performance Charaeteristic values for shear loads, HB-BZ-IG, eraeked and non-cracked conerete, stalie and quasi-slalie aelion

Z51956,16

M12

25,8

24,3

104,6

207

23,6

29,6

91 ,6

191,2

2,0

80

16

Annex C13

8.06.01-219/16



Deutsches Institut

für Bautechnik OlEt

Table C14: Characlerislic values tor tension and shear load under fire exposure, HB-BZ-IG, cracked and non-cracked concrele C20/25 10 C50/60

Anchor slze M6 MB Ml0 M12

Tension load

Steel failure

Steel zinc plated R30 0,7 1,4 2,5 3,7

Characlerislic R60 NRk,l,fi [kN]

0,6 1,2 2,0 2,9 resistance R90 0,5 0,9 1,5 2,2

R120 0,4 0,8 1,3 1,8

Slainiess sleel A4, HCR R30 2,9 5,4 8,7 12,6

Characterislic R60 NRk,s,fi [kN]

1,9 3,8 6,3 9,2 resislance R90 1,0 2,1 3,9 5,7

R120 0,5 1,3 2,7 4,0

Shear load

Steel failure without lever arm

Sleel zinc plaled R30 0,7 1,4 2,5 3,7

Characteristic R60 VRk,s,fi [kN]

0,6 1,2 2,0 2,9 resistance R90 0,5 0,9 1,5 2,2

R120 0,4 0,8 1,3 1,8


Characteristic R60 VRk,S,fi [kN]

1,9 3,8 6,3 9,2 resistance R90 1,0 2,1 3,9 5,7

R120 0,5 1,3 2,7 4,0

Steel fallure wllh lever arm

Steel zinc plaled R30 0,5 1,4 3,3 5,7

Characteristic R60 MO [Nm] 0,4 1,2 2,6 4,6

resistance R90 Rk,s,fi 0,4 0,9 2,0 3,4

R120 0,3 0,8 1,6 2,8


Characteristic R60 MO [Nm] 1,5 3,9 8,1 14,3

resistance R90 Rk,s,fi 0,7 2,2 5,1 8,9 R120 0,4 1,3 3,5 6,2

The characteristie resistance for pUlt-out failure, concrete eone failure, eonerete pry-out failure and conerete edge failure can be designed accor(Ung to TR020 I CENITS 1992-4.


Performance Characleristic values tor tension and shear loads under flre exposure, HB-BZ-IG

Annex C14

cracked and non-cracked concrele C20/25 10 C50/60

Z51956.16 8.06.01-219/16

of European Technical Assessment ETA-0710249 of 18 August 2016


Deutsches Institut

tür Bautechnik

Table C15: Displacements under tension load, HB-BZ-IG

Anchor slze M6 MB

Tension load in N {kN] 2,0 3,6

cracked concrete

Displacemenls IiNO {mm] 0,6 0,6

IiN~ {mm] 0,8 0,8

Tension load in N {kN] 4,8 6,4

non-cracked concrele

Displacemenls IiNO {mm] 0,4 0,5

aN", {mm] 0,8 0,8

Table C16: Displacements under shear load, HB-BZ-IG

Anchor slze M6 MB

Shear load in V {kN] 4,2 5,3 cracked and non-cracked concrele

Displacemenls livo {mm] 2,8 2,9

Iiv. {mm] 4,2 4,4


Performance Displacements under tension load and under shear load

Z51956.16

OIBt

M10 M12

4,8 8,0

0,8 1,0

1,2 1,4

8,0 12,0

0,7 0,8

1,2 1,4

M10 M12

6,2 16,9

2,5 3,6

3,8 5,3

Annex C15

8.06.01-219/16

© 2

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