declaration of performance conf-dop demu-ba 02/17-e … · 2019. 8. 21. · declaration of...

DECLARATION OF PERFORMANCE CONF-DOP_DEMU-BA 02/17-E

DEMU Bolt anchor No. H03-13/0401

1. Unique identification code of the

product-type DEMU Bolt anchor

2.

Type, batch or serial number or any other element

allowing identification of the construction product as

required pursuant to Article 11(4)

DEMU Bolt anchor, type 1988

- See ETA-13/0401, Annexes A4 and A5

DEMU Bolt anchor, type 1985

- See ETA-13/0401, Annexes A4 and A5

3.

Intended use or uses of the construction product, in accordance with the applicable harmonized

technical specification, as foreseen by the manufacturer:

Generic type and use Cast-in fixing anchor with internal threaded socket

Product size covered

M12×55, M12×100, M12×150, M16×75, M16×140, M16×220,

M20×90, M20×150, M20×180, M20×270, M24×110, M24×200,

M24×320, M30×160, M30×240, M30×380, M36×300, M36×420,

M42×300, M42×460

For use in Cracked and non-cracked concrete C20/25 to C90/105 according

EN 206:2013

Base material / base material strength

• Sleeve in electroplated steel for dry internal conditions,

insignificant corrosion exposure

• Sleeve in hot-dipped galvanised steel

for low corrosion exposure

• Sleeve in stainless steel (A4-50 and A4-80)

for medium corrosion exposure

Loading Static & quasi static tension and shear loads or the combination

of tension and shear loads

4.

Name, registered trade name or registered trade mark

and contact address of the manufacturer as required

pursuant to Article 11(5)

HALFEN GmbH, Liebigstraße 14, 40764 Langenfeld, Germany

5.

Where applicable, name and contact address of the

authorized representative whose mandate covers the

tasks specified in Article 12(2)

-

6.

System or systems of assessment and verification of

constancy of performance of the construction product as

set out in Annex V

System 1

7. In case of the declaration of performance concerning a

construction product covered by a harmonised standard -

8.

In case of the declaration of performance concerning a

construction product for which a European Technical

Assessment has been issued

Deutsches Institut für Bautechnik (DIBt) issued ETA-13/0401 on

the basis of EAD 330012-00-0601, Version September 2015, the

notified body 2323 performed under system 1

(i) Determination of the product type on the basis of type testing

(including sample-testing), type calculation, tabulated values or

descriptive documentation of the product;

(ii) Initial inspection of the manufacturing plant and of factory

production control;

(iii) Continuous surveillance, assessment and evaluation of

factory production control

and issued certificate 2323-CPR-0013.

DEMU Bolt anchor CONF-DOP_DEMU-BA 02/17-E

9.

Declared performance

Essential Characteristics Design Method Performance Harmonized Technical

Specification

Characteristic resistance

for tension

CEN/TS 1992-4-1 and

CEN/TS 1992-4-2

ETA-13/0401, Annexes C1 and

C2

EAD 330012-00-0601,

Version September 2015


for shear


C4

Displacement for

serviceability limit state


C4


for fire ETA-13/0401, Annex C5

Where pursuant to Article 37 or 38 in the Specific

Technical Documentation has been used, the

requirements with which the product complies

-

10. The performance of the product identified in points 1 and 2 is in conformity with the declared performance in point 9.

This declaration of performance is issued under the sole responsibility of the manufacturer identified in point 4.

Langenfeld, 06.02.2017

Signed for and on behalf of the manufacturer by

Richard Wachter ppa. Dr.-Ing. Dirk Albartus (Managing Director) (Manager Engineering)

H -

902-E

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for

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[mm]

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M30

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t le

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1992-4-

2, 6.3.3

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el Ch

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ristic r

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nce

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0 1

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Partial

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aterial

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made

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3 1

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IVR

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NJ 1

22.9

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69.8

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nce

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terist

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IVR

It. $ l [k

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Annex

0;.. Ta

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Pry-out

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re

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5: 1.0

1 Fac

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00:

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2.0

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2.0

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50:

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75:

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110:

95.0 M

3Ox160

: 14

1.0

Effecti\e

leng

th

of fixi

ng anc

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loads)

\ Im

m] M1

2x100:

92.0

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40: 13

0.0 M

20x150

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0 M24x

200: 1

85.0 M

30x240

: 221.

0 M1

2x150:

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220: 1

68.0 M

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32O: 2

56.0 M

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0 -

-M2

0x270:

208.0

-

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ide

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......

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21,0

26.0

32.0

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Ol'

VNce 1)

[- J '. 50

1) in

abseflC

e cf ot

her national

regulations

: 2) on

Iy a\lail

able in

GI! (m

atetria

l 1 sec

. to An

nex A4

)

M36

1 M4

2

163,4

1 224

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204.3

1 280

.321

245.2

1 2

94

.12

)

2.0

2.0

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00: 2n

.o M4

2x300:

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M3

6x42O:

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60: 43

20

--

47

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54.0

I � � ".

� " iS g " Ci! 1; Ci! Cl.

� §

m-o

""

0>

:l>CC

.!.

'"

w�

0

'"

... 0

0

-�

m

0'"

-

�

... .g

0'"

'"

0>

<> "

3;1

0-

<>

",=r

�

"

NO

0

0>

�-

"':I>

'" '" '" '" '" 3 '"

%

g> 0

<:

'" -

-<:

'"

::

n

00

=r

_

n

::1_

::+::

::1" -'

c:c

CI

"'�

_UI

N

m

'"

�

'"

:::

�

..

o

m � � �

O-U

::T

<>

"'''

' �

0

'" �

0

-_

::J

<> '"

�.

� '"

0

�CD

0

",

< !!C

t: (l) '" Q '"

::T

(l) � 0" '"

"- -'"

"- 0;.

"0 in

0

(l) 3 <>

::> <t § "- CD

�

'"

::T

'" � 0" '"

"

-'"

»

::> ::> '" x o

..,.

0

m

s:

C

UJ

0

..

0>

:::>

0

:::T

0

�

Tabl

e C3

b: Cha

racterl:stic

va

lues lor

shear

loa

ds

Thr

ead

size

d Ilm

mlJ

M1

2

M16

Sh

ea

r Jo

acIs

wlt

h le

vet'

arm

Stee

l 'a

ilu

re.

bolt anc

hor

mat

eria

l 1 Of'

2) a

nd screw

min

. ste

el strenoth

4,6

m

ade

01 eI

ate

d I hat

.. (f

Cha

racteristic

res

ista

nce

IM-....

l(NmJ I

5

2.4

I

133

.2

Par

tial saf

etyfactor

I v

lols '

I[ - J I

S

teel

failo

re.

bOIt a

ncho

r m

ater

ial 1

Q{ 2

3

nd scr

ew m

in.

stee

J s

th 5.

6 m

ade

of e

lectr

opla

ted

I hot-d

i C

hara

den

stic

resi

stance

M"�

t[Nm

] 6

5.5

16

6.5

Part

ial sa

fety fa

ctor

y� ,

1[-] S

tee

l fa

ilure

. \)oft

anc

hOr

mat

erial 1

Cf

2

and

serew

min

. ste

el s

tre

8.8

m

ade

of e

ie

ted I

hot-d

i C

hara

cter

istic

resi

stanc

e IM-

....

l(NmJ I

10

4.8

I

26

6.4

Partia

l safdy

factor

Iv..,.

, 1[-]

I S

teeJ

fallu

re.

boIt an

ehor

mat

eria

l 3:

A4-5O a

nd screw

min

. stee

l str

enqth

A4-

SO m

ade

of s

tain

less

stee

l C

haTaCt

eris

tic re

sista

nce

M"JO<.. J

(Nm]

Partial

safety

factor

y* ,

[-J S

tee

l fa

ilure

. boIt

anch

or m

aterial 3

: A4-SO

and

sereN m

in. st

eel s

tre

Cha

racteristic

resi

stanc

e IM"

RIu, P

artial

safety

factor

Iv""

•

(NmJ

1[-1 S

teel

fall

ure

. bel

lt ancho

r m

atena

l 3: M

-50

and screw

min

. steeI s�

ng

Cha

racte

nstic

resi

stanoe

"'

-....

(NmJ

Par

tial sa

fety factor

y�

, [-J

Stee

l fa

llure

. bel

lt ancho

r m

ater

ial 4

: �

and

5ae-l/

min

. ste

el s

tre

Cha

racteristic

resi

stano

e IM "

... l(N

m J P

artial

safety

factor

Iy

� ,

I[- J

65

.5

166

.5

2.3

8

A4-

70

mad

e of

sta

inles

s st

eel

91

.7

I 3

83

.7

1.56

I A4-8

0

made Of

st3Iin

less

steeI

161.

6

383.7

2

.58

A4-8

0 m

ade

Of sta

inJes

s st

eel

104

.8

I 2

66

.4

') in

absence

of o

the

r nat

iona

l requl

atior'ls;

.) o

nly

avaa

able

in GY

(mat

eria

l 1 ac

c. to A

nnex

A-4

Tabl

e 04

: DIs

pla

ceme

nts

under

shear loa

ds

Thread

size

d

mm

M

12

M

16

Dis

ptac

emen

ts Ovo

10 1.

5 m

m fO

r Short t

erm IOatMg

in

cracked

and

uncracked

concrete

und

er fol

Jowin

g shea

r V

[k NJ

13.0

2

3.0

Joad

s 11

I tot Io

ng te

rm s

hear

Ioad

ing the

äJSptac:e

men

ts Öv-

can

be increased

to 2

.0 m

m

M20

1 M2

4

1 M30

o a

lvan

ised

ste

el

I 2

59

.6

I 4

49

.0

I 8

99

.6

1.6

7

J)3lv

anis

ecl ste

eI

1 3

24

.5

1 5

61,

3

1 1

12

4.5

1,5

7

oalv

anis

ed s

teel

I 5

19.3

1

89

8.0

1

179

9.2

1.2

5

1 3

24

.5

I 1 1

65

9.4

1

2.5

8

I 1

65

9.4

1 1

I 5

19.3

1

89

8.0

1

179

9.2

1.3

3

M20

M2

4

M3

0

36

.0

52

.0

82

.0

1 M36

1

M4

2

I 15

81.

0

I 2

54

1.1

2)

1 19

76

.3

1 3

176

.32)

1 3

16

2. 1

5

08

2.1

2)

I

"'36

M4

2

120

.0

160

.0

� '" � ::r ii "

� g "b <> -g <> Cl.

�

D §

m-o

..

....

lo'"

.:.

'"

c.>�

-

0>

�O

0

-�

m

Oe:

-

�

.. .g

0'"

'"

..

""

3;1

c"

"

",:r

�

"

"''

' 0

"

�-

"'lo

"'

"'

'"

"'

"'

3 '" ;?

il' 0

<:

'" -

-<:

'"

,,

n

� �

:r

_n

::I

_;:+

::r

_·C:

C: =

;1t;' ..

.. _1n

01 European Technlcal Assessmen! ETA-13/0401 01 4 December 2015

English translation prepared by DIBt

Table es: CharacterlSllc valuos tor roslstance 10 flre Throod sizo Id 1101011 M12 I S��ol lollur�n��;:�;'S�

oO� �;:n�

h::r��do�R�;n ' N"" j" " ��. ,n), R30 W", .• '[kNI 1.5

reslstance R60 [F",.n [kNI 1 . 1 R90 IF". , .o [kN) 1.0 R120 [F" , . o [kN) 0.7

Partial sololv loelor Iv, .. ..,"' )-) R30 IM"".,.o [Nm) 2.6

i R60 [M"" .•. , )Nm) 2.0 R90 [M" " .•. 0 [Nm) 1.7 R120 [W" .•. , [Nm) 1.3

Parlial [V" •. " ' [-) �!�,OI IOliuro lor 10�S�00� :�:, �h::r�:��' �:�;" = N."" ".�o�1"" )'

R30 ' ", .•. n [kN) 2.2 / 2.5 " resistance R60 ''' •. n [kN) 1 .6/ 2.1 "

R90 '" .•. n kN) 1 .5/ 1.6 " R120 '" •. n kN) 1 .2 / 1.3 "

IPorli" .. rolV loelor IVM •. , -) R30 IM'" .... , Nm) 3.9

I .... '"'' .......... , " .. ,,, resistance R60 IM" " .•. 0 [Nm) 3.3 R90 IM"".,., [Nm) 2.6 R120 IM" "' .•. 0 [Nm) 2.1

IPorlial sololV loelor .VM •. O 1-1 I I ralluro

resistance I R90 IN",.o :kN) I R120 IN",., :kN)

IParlial sololV raclor Iv" •. , -) I cono ralluro

resistanco R90 N",. l)kN) R120 N".,. l)kN)

, spaelng s".I/.n I)mm) , odga dlslaneo e".I/,n Ilmm)

IPartial aalolv laelor V"' ... . , 11-) I .<V-oul lalluro i reslstance I R90 V".".o kN)

I R120 V"."., kN) IParlial salelv raelor V".o " -)

1 0dgo rollura i resistance R90 V"." , IlkN)

R120 V"."fl IlkN) If'!rIi!' solelv roclor VM,., .

, 11-1

Deutsches Institut

für Bautechnik DlBt

M16 I M20 I M24 I M30 I M36

I I sloel 3.0 4.5 7.1 10.6 15.6 2.3 3.4 5.3 6.1 1 1 .9 2.0 2.9 4.6 7.0 10.3 1.5 2.3 3.5 5.4 7.9

1.00 6.7 13.0 22.5 45.0 79.1 5.0 9.7 16.6 33.7 59.3 4.3 6.4 14.6 29.2 51.4 3.3 6.5 11 .2 22.5 39.5

1.00

4.5/4.6 " 6.6 10.6 16.2 3.6/ 3.9 " 5.6 6.6 13.5 -3.0 / 3. 1 " 4.5 7.1 10.6 2.4 1 2.5 " 3.6 5.6 8.6

1 .00 10.0 19.5 33.7 67.5 8.3 16.2 28.1 56.2 6.7 13.0 22.5 45.0 5.3 10.4 18.0 36.0

1 .00

N .. '.'"'' = 0.25 • N .. , N" ,"">G' = 0.20 • N",

1.00

, = 11.,1200 • NP"., < NP" .• NP".,.,,,,., = 0.8 ' h,,200 ' NP"., < NP".,

4.0 ' h., 2.0 ' h" 1.00

, = k, • N", .• ,,, V" , = k, '

1.00

\I"",'J'''' = 0.25 ' \1""., \1""., .. ,,,,, = 0.20 ' \1"".,

1.00

M42

19.0 14.2 12.3 9.5

127.1 95.3 62.6 63.5

-

I" in obsonee 01 olhor n,lional I ; " hlnhor valuo ooollo. lor malonal 3 (ace. r A4J

DEMU Bolt anchor

Performances Annex es

Characteristic values lor resistance to lire

Z69897.15 8.06.01-24/14

declaration of performance conf-dop demu-ba 02/17-e … · 2019. 8. 21. · declaration of...

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