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DICHIARAZIONE DI PRESTAZIONE

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IT 1.

2.

B1- B5 3.

4. –

5. 1

6.

DIBt- Deutsches Institut für Bautechnik

7.

a

b Allegati C1, C2 ES= 210 000 MPa

Allegati C1, C2

Allegato B4

f Allegati C1, C2

d Allegati C1, C2

f - -

- -

e - -

f f

VRk,p,C1= NPD VRk,p,C2= NPD

a Allegato C4

a - -

a b c

NPD-

e - -

b c

Allegati A4, B1

e - -

e

Allegati C5, C6 Allegati C5, C6 Allegati C5, C6

- - -

Resistenza e spostamenti caratteristici per le categorie di prestazione sismica C1 e C2

Metodo B: NPD-

Metodo C:

Resistenza al carico di taglio, spostamenti, categoria C2:

Allegato C3 Allegati C4, C7

C3

Resistenza al carico di trazione, spostamenti, categoria C2:

Allegati C4, C7

Resistenza al carico di taglio, spostamenti, categoria C1:

Fattore spazio anulare:

-

Resistenza caratteristica per una progettazione semplificata:

Allegato C7

- -

-

Reazione al fuoco:

Resistenza al fuoco:

Spostamenti e Durabilità: Spostamenti sotto azioni statiche e quasi statiche:

Durabilità:

-

Sicurezza in caso di incendio (BWR 2)

Classe (A1)

Resistenza al fuoco alla rottura per sfilamento (carico di trazione):

Resistenza la fuoco alla rottura dell'acciaio (carico di taglio):

-

Resistenza al fuoco alla rottura dell'acciaio (carico di trazione):

-

1343 MPA Darmstadt / 2873 TU Darmstadt

Prestazioni dichiarate:

Resistenza meccanica e stabilità (BWR 1) Resistenza caratteristica al carico di tensione (carico

statico e quasi-statico): C1, C2

C1, C2

C1, C2

- - Resistenza alla rottura per pry-out:

-

- Resistenza caratteristica al carico di taglio (carico statico e quasi statico), metodo A:

Resistenza alla rottura dell'acciaio:

Resistenza alla rottura per sfilamento: Allegati

Resistenza alla rottura del cono di calcestruzzo:

Robustezza:

Distanza dal bordo e interassi minimi:

Allegati

DICHIARAZIONE DI PRESTAZIONE

DoP 0184

per vite per calcestruzzo fischer ULTRACUT FBS II (ancorante meccanico per l'utilizzo nel calcestruzzo) Codice di identificazione unico del prodotto-tipo: DoP 0184

Usi previsti: Fissaggio post-installato in calcestruzzo fessurato o non fessurato.

Fabbricante: fischerwerke GmbH & Co. KG, Klaus-Fischer-Str. 1, 72178 Waldachtal, Germany

Mandatario:

Vedi appendice, in particolare gli allegati da

Organismo di valutazione tecnica:

Organismi notificati:

Sistemi di VVCP:

Documento per la valutazione europea: EAD 330232-01-0601, (Edition 12/ 2019)

Valutazione tecnica europea: ETA-15/0352; 2020-04-14

Distanza dal bordo per evitare lo splitting sotto carico:

Allegato

Resistenza alla rottura dell'acciaio (carico di taglio):

- -

Resistenza al carico di trazione, spostamenti, categoria C1:

Allegato

- -

Fischer DATA DOP_ECs_V20.xlsm 1/ 2

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8. Documentazione tecnica appropriata e/o documentazione tecnica specifica:

–

La prestazione del prodotto sopra identificato è conforme all'insieme delle prestazioni dichiarate. La presente dichiarazione di prestazione è emessa, in conformità al regolamento (UE) n. 305/2011, sotto la sola responsabilità del fabbricante sopra identificato.

Firmato a nome e per conto del fabbricante da:

Thilo Pregartner, Dr.-Ing. Peter Schillinger, Dipl.-Ing.

Tumlingen, 2020-04-28

Questa Dichiarazione di Prestazione (DoP) è stata preparata in varie lingue. In caso di contestazioni sull'interpretazione, prevarrà sempre la versione inglese.

L'Appendice include informazioni volontarie e complementari in lingua inglese che superano i requisiti di legge (lingua specificata in modo neutrale).

Fischer DATA DOP_ECs_V20.xlsm 2/ 2

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European Technical Assessment ETA-15/0352

English translation prepared by DIBt

Page 3 of 20 | 14 April 2020

Z23600.20 8.06.01-89/20

Specific Part

1 Technical description of the product

The fischer concrete screw ULTRACUT FBS II is an anchor of sizes 6, 8, 10, 12 and 14 mm made of hardened carbon steel. The anchor is screwed into a predrilled cylindrical drill hole.

The special thread of the anchor cuts an internal thread into the member while setting. The anchorage is characterised by mechanical interlock in the special thread.

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 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.

3 Performance of the product and references to the methods used for its assessment 3.1 Mechanical resistance and stability (BWR 1)

Essential characteristic Performance

Characteristic resistance to tension load (static and quasi-static loading)

See Annex B4, Annex C 1 and C 2

Characteristic resistance to shear load (static and quasi-static loading)

See Annex C 1 and C 2

Displacements and Durability See Annex C 7 and Annex B 1 Characteristic resistance and displacements for

seismic performance categories C1 and C2

See Annex C 3, C 4 and C 7

3.2 Safety in case of fire (BWR 2)

Essential characteristic Performance

Reaction to fire Class A1

Resistance to fire See Annex C 5 and C 6

Electronic copy of the ET A by DIBt: ET A-15/0352

Appendix 1/ 18

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Z

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

In accordance with European Assessment Document EAD No. 330232-01-0601 the applicable European legal act is: [96/582/EC].

The system to be applied is: 1

Appendix 2/ 18

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Page 5 of European Technical Assessment ETA-15/0352 of 14 April 2020

English translation prepared by DIBt

Z23604.20 8.06.01-89/20

Electronic copy of the ET A by DIBt: ET A-15/0352

Appendix 3/ 18

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Page 6 of European Technical Assessment ETA-15/0352 of 14 April 2020

English translation prepared by DIBt

Z23604.20 8.06.01-89/20

Electronic copy of the ET A by DIBt: ET A-15/0352

Appendix 4/ 18

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English translation prepared by DIBt

Z23604.20 8.06.01-89/20

Electronic copy of the ET A by DIBt: ET A-15/0352

Appendix 5/ 18

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English translation prepared by DIBt

Z23604.20 8.06.01-89/20

Electronic copy of the ET A by DIBt: ET A-15/0352

Appendix 6/ 18

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English translation prepared by DIBt

Z23604.20 8.06.01-89/20

Electronic copy of the ET A by DIBt: ET A-15/0352

Appendix 7/ 18

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English translation prepared by DIBt

Z23604.20 8.06.01-89/20

Electronic copy of the ET A by DIBt: ET A-15/0352

Appendix 8/ 18

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English translation prepared by DIBt

Z23604.20 8.06.01-89/20

Electronic copy of the ET A by DIBt: ET A-15/0352

Appendix 9/ 18

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English translation prepared by DIBt

Z23604.20 8.06.01-89/20

Electronic copy of the ET A by DIBt: ET A-15/0352

Appendix 10/ 18

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English translation prepared by DIBt

Z23604.20 8.06.01-89/20

Electronic copy of the ET A by DIBt: ET A-15/0352

Appendix 11/ 18

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Electronic copy of the ET A by DIBt: ET A-15/0352

Appendix 12/ 18

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Electronic copy of the ET A by DIBt: ET A-15/0352

Appendix 13/ 18

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Electronic copy of the ET A by DIBt: ET A-15/0352

Appendix 14/ 18

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English translation prepared by DIBt

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Electronic copy of the ET A by DIBt: ET A-15/0352

Appendix 15/ 18

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English translation prepared by DIBt

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Electronic copy of the ET A by DIBt: ET A-15/0352

Appendix 16/ 18

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Electronic copy of the ET A by DIBt: ET A-15/0352

Appendix 17/ 18

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Electronic copy of the ET A by DIBt: ET A-15/0352

Appendix 18/ 18

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