Ermächtigt u n d n o t i f i z i e r t gemäß Artikel 10 der Richtlinie des Rates vom 21. Dezember 1988 zur Angleichung - PDF

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Zavod za gradbeništvo Slovenije Slovenian National Building and Civil Engineering Institute Dimičeva 12, 1000 Ljubljana, Slovenija Tel.: +386 (0) Fax: +386 (0)

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Zavod za gradbeništvo Slovenije Slovenian National Building and Civil Engineering Institute Dimičeva 12, 1000 Ljubljana, Slovenija Tel.: +386 (0) Fax: +386 (0) Ermächtigt u n d n o t i f i z i e r t gemäß Artikel 10 der Richtlinie des Rates vom 21. Dezember 1988 zur Angleichung der Rechts- und Verwaltungsvorschriften d er Mitglie dstaaten über Bauprodukte (89/106/EWG) član EOTA European Technical [English translation prepared by ZAG Original version in Slovenian language] ETA-12/0358 Komercialno ime Trade name Imetnik soglasja Holder of approval SIMPSON STRONG - TIE GmbH Hubert-Vergölst-Straße Bad Nauheim Germany Tip gradbenega proizvoda in njegova predvidena uporaba Generic type and use of construction product Plastično sidro za skupinsko nekonstrukcijsko uporabo v betonu in zidakih Plastic anchor for multiple use in concrete and masonry for non- structural applications Veljavnost Validity Izdaja št.: Issue Nr.: od from do to Proizvodni obrat Manufacturing plant Simpson Strong -Tie Manufacturing Facilities Plant 7 To soglasje zamenjuje: This replaces ETA-12/0358 veljavno od do ETA-12/0358 with validity from to To Evropsko tehnično soglasje vsebuje This European Technical contains: 28 strani vključno s 17 prilogami, ki so sestavni del tega soglasja. 28 pages including 17 annexes which form an integral part of the document. Evropska organizacija za tehnična soglasja European Organisation for Technical s Page 2 of ETA-12/0358, issued on , English translation prepared by ZAG I LEGAL BASES AND GENERAL CONDITIONS 1. This European Technical is issued by the Slovenian National Building and Civil Engineering Institute (ZAG) in accordance with: Council Directive 89/106/EEC of 21 December 1988 on the approximation of laws, regulations and administrative provisions of Member States relating to construction products 1, modified by the Council Directive 93/68/EEC 2 and regulation (EC) N o 1882/2003 of the European Parliament and of the Council 3, Zakon o gradbenih proizvodih ZGPro (Ur. List, št. 52/00 in 110/02) Construction Product Act ZGPro (OG RS N o 52/00 and 110/02), Common Procedural Rules for Requesting, Preparing and the Granting of European Technical s set out in the Annex of Commission Decision 94/23/EC 4, Guideline for European Technical of Plastic Anchors for Multiple Use in Concrete and Masonry for Non-structural Applications, ETAG 020: Parts 1, 2 3 and 4 edition March The Slovenian National Building and Civil Engineering Institute (ZAG) is authorised to check whether the provisions of this European Technical are met. Checking may take place in the manufacturing plant. Nevertheless, the responsibility for the conformity of the products with the European Technical and for their fitness for the intended use remains with the holder. 3. This European Technical is not to be transferred to manufacturers or agents of manufacturer other than those indicated on page 1; or manufacturing plants other than those indicated on page 1 of this European Technical. 4. This European Technical may be withdrawn by the Slovenian National Building and Civil Engineering Institute (ZAG), in particular pursuant to information by the Commission according to Article 5 (1) of the Council Directive 89/106/EEC. 5. Reproduction of this European Technical including transmission by electronic means shall be in full. However, partial reproduction can be made with the written consent of the Slovenian National Building and Civil Engineering Institute (ZAG). In this case partial reproduction has to be designated as such. Texts and drawings of advertising brochures shall not contradict or misuse the European Technical. 6. The European Technical is issued by the approval body in its official language. This version corresponds fully to the version circulated within EOTA. Translations into other languages have to be designated as such Official Journal of the European Communities N o L 40, , p.12 Official Journal of the European Communities N o L 220, , p.1 Official Journal of the European Union N o L 284, , p.1 Official Journal of the European Communities N o L 17, , p.34 Page 3 of ETA-12/0358, issued on , English translation prepared by ZAG II SPECIFIC CONDITIONS OF THE EUROPEAN TECHNICAL APPROVAL 1 Definition of product and intended use 1.1 Definition of product The is a plastic anchor consisting of a plastic sleeve made of polyamide and an accompanying specific screw of galvanized steel or of stainless steel. The plastic sleeve is expanded by screwing in the specific screw which presses the sleeve against the wall of the drilled hole. The installed anchor is shown in Annex Intended use The anchor is intended to be used for anchorages for which requirements for safety in use in the sense of the Essential Requirement 4 of Council Directive 89/106/EEC shall be fulfilled and failure of the fixture represents an immediate risk to human life. The anchor is to be used only for multiple fixing for non-structural applications in concrete and masonry. The base material shall consist of reinforced or unreinforced normal weight concrete of strength class C12/15 at minimum according to EN 206-1:2003, masonry walls according to Annex 4 and non-cracked autoclaved concrete according to Annex 4. The anchor may be used in cracked and non-cracked concrete. The mortar strength class of the masonry has to be M2,5 according to EN 998-2:2003 at minimum. By multiple anchor use it is assumed that in the case of excessive slip or failure of one anchor the load can be transmitted to neighboring anchors without significantly violating the requirements on the fixture in the serviceability and ultimate limit state. Therefore the design of the fixture may specify the number n1 of fixing points to fasten the fixture and the number n2 of anchors per fixing point. Furthermore by specifying the design value of actions N Sd on a fixing point to a value n 3 (kn) up to which the strength and stiffness of the fixture are fulfilled and the load transfer in the case of excessive slip or failure of one anchor need not to be taken into account in the design of the fixture. The following default values for n1, n2 and n3 may be taken: n1 4; n2 1 and n3 4,5 kn n1 3; n2 1 and n3 3,0 kn. or The specific screw made of galvanized steel may only be used in structures subject to dry internal conditions. The anchor may also be used in concrete with requirements related to resistance to fire according The specific screw made of stainless steel may be used in structures subject to dry internal conditions and also in structures subject to external atmospheric exposure (including industrial and marine environment), or exposure in permanently damp internal conditions, if no particular aggressive conditions exist. Such particular aggressive conditions are e. g. permanent, alternating immersion in seawater or the splash zone of seawater, chloride atmosphere of indoor swimming pools or atmosphere with extreme chemical pollution (e. g. in desulphurization plants or road tunnels where de-icing materials are used). The specific screw made of galvanized steel may also be used in structures subject to external atmospheric exposure or exposure in permanently damp internal conditions, if the area of the head Page 4 of ETA-12/0358, issued on , English translation prepared by ZAG of the screw is protected against moisture and driving rain after mounting of the fixing unit in this way, that intrusion of moisture into the anchor shaft is prevented. Therefore there shall be an external cladding or a ventilated rain screen mounted in front of the head of the screw and the head of the screw itself shall be coated with a soft plastic, permanently elastic bitumen-oil combination coating (e. g. undercoating or body cavity protection for cars). The anchor may be used in the following temperature range: Temperature range a): -40 C to +40 C (max long term temperature +24 C and max short term temperature +40 C) Temperature range b): -40 C to +80 C (max long term temperature +50 C and max short term temperature +80 C) The provisions made in this European Technical are based on an assumed working life of the anchor of 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. 2 Characteristics of product and methods of verification 2.1 Characteristics of product The anchor corresponds to the drawings and information given in Annex 2 and 3. The characteristic material values, dimensions and tolerances of the anchor not indicated in these Annexes shall correspond to the respective values laid down in the technical documentation 5 of this European Technical. The characteristic anchor values for the design of anchorage are given in Annex 4 Annexes 8 to 14 and in Annex 16. Each anchor is to be marked with the identifying mark of the producer, anchor type, the diameter, length and maximum thickness of the fixture. For an example FPN (or X5) The minimum embedment depth should also be marked. The anchor shall only be packaged and supplied as a complete unit. 2.2 Methods of verification The assessment of the fitness of the anchor for the intended use in relation to the requirements for safety in use in the sense of the Essential Requirement 4 has been made in compliance with the Guideline for European Technical of Plastic Anchors for Multiple Use in Concrete and Masonry for Non-structural Applications , ETAG 020, Part 1: General , Part 2: Plastic Anchors for Use in Normal Weight Concrete , Part 3: Plastic Anchors for Use in Solid Masonry Materials , Part 4: Plastic Anchors for Use in Hollow or Perforated Masonry , Part 5: Plastic Anchors for use in Autoclaved Aerated Concrete. based on the use categories a, b, c and d. 5 The technical documentation of this European Technical is deposited at the Slovenian National Building and Civil Engineering Institute (ZAG) and, as far as relevant for the tasks of the approved bodies involved in the attestation of conformity procedure, is handed over the approved bodies. Page 5 of ETA-12/0358, issued on , English translation prepared by ZAG In addition to the specific clauses relating to dangerous substances contained in this European Technical, there may be other requirements applicable to the products falling within its scope (e. g. transposed European legislation and national laws, regulations and administrative provisions). In order to meet the provisions of the Construction Products Directive, these requirements need also to be complied with, when and where they apply. 3 Evaluation and attestation of conformity and CE marking 3.1 System of attestation of conformity According to the decision 97/463/EC of the European Commission 6 the system 2+ of attestation of conformity applies. This system of attestation of conformity is defined as follows: System 2+: Declaration of conformity of the product by the manufacturer on the basis of: a) tasks for the manufacturer: (1) initial type-testing of the product; (2) factory production control; (3) testing of samples taken at the factory by the manufacturer in accordance with a prescribed test plan. b) tasks for the approved body: (4) certification of factory production control on the basis of: - initial inspection of factory and of factory production control; - continuous surveillance, assessment and approval of factory production control. 3.2 Responsibilities Tasks of the manufacturer Factory production control The manufacturer shall exercise permanent internal control of production. All the elements, requirements and provisions adopted by the manufacturer are documented in a systematic manner in the form of written policies and procedures, including records of results performed. This production control system ensures that the product is in conformity with the European technical approval. The manufacturer shall only use raw materials stated in the technical documentation of this European technical approval. The factory production control shall be in accordance with the Control Plan relating to the European technical approval ETA-12/0358 issued on , which is part of the technical documentation of this European technical approval. The Control Plan is laid down in the context of the factory production control system operated by the manufacturer and deposited at the Slovenian National Building and Civil Engineering Institute (ZAG). The results of factory production control shall be recorded and evaluated in accordance with the provisions of the Control Plan. 6 Official Journal of he European Communities L 198/31 of Page 6 of ETA-12/0358, issued on , English translation prepared by ZAG Other tasks of the manufacturer The manufacturer shall, on the basis of a contract, involve a body which is approved for the tasks referred to in a section 3.1 in the field of anchors in order to undertake the actions laid down in section For this purpose the Control Plan referred to in sections and shall be handed over by the manufacturer to the approved body or bodies involved. The manufacturer shall make a declaration of conformity, stating that the construction product is in conformity with the provisions of the European technical approval ETA-12/0358 issued on Tasks of approved bodies The approved body shall perform the: - initial inspection of factory and of factory production control, - continuous surveillance, assessment and approval of factory production control, in accordance with the provisions laid down in the Control plan relating to the European technical approval ETA-12/0358 issued on The approved body shall retain the essential points of its actions referred to above and state the results obtained and conclusions drawn in a written report. The approved certification body involved by the manufacturer shall issue an EC certificate of conformity of the factory production control stating the conformity with the provisions of this European technical approval. In cases where the provisions of the European technical approval and its Control Plan are no longer full filled the certification body shall withdraw the certificate of conformity and inform the Slovenian National Building and Civil Engineering Institute (ZAG) without delay. 3.3 CE-Marking The CE marking shall be affixed on each packaging of anchors. The symbol CE shall be followed by the identification number of the approved certification body and be accompanied by the following additional information: the name and address of the manufacturer the last two digits of the year in which the CE-marking was affixed, the number of the EC certificate for the factory production control, number of the European technical approval, the number of the guideline for European technical approval, the identification number of the certification body, use category a, b, c and d. 4 Assumptions under which the fitness of the product for the intended use was favourably assessed 4.1 Manufacturing The European technical approval is issued for the product on the basis of agreed data/information, deposited with the Slovenian National Building and Civil Engineering Institute (ZAG), which identifies the product that has been assessed and judged. Changes to the product or production process, which could result in this deposited data/information being incorrect, should be notified to the Slovenian National Building and Civil Engineering Institute (ZAG) before the changes are introduced. The Slovenian National Building and Civil Engineering Institute (ZAG) will decide whether or not such changes affect the ETA and consequently the validity of the CE marking on Page 7 of ETA-12/0358, issued on , English translation prepared by ZAG the basis of the ETA and if so whether further assessment or alternations to the ETA, shall be necessary. 4.2 Installation Design of anchorages General The anchor is to be used only for multiple fixing for non-structural applications. By multiple anchor use it is assumed that in the case of excessive slip or failure of one anchor the load can be transmitted to neighboring anchors without significantly violating the requirements on the fixture in the serviceability and ultimate limit state. Therefore the design of the fixture may specify the number n1 of fixing points to fasten the fixture and the number n2 of anchors per fixing point. Furthermore by specifying the design value of actions N Sd on a fixing point to a value n 3 (kn) up to which the strength and stiffness of the fixture are fulfilled and the load transfer in the case of excessive slip or failure of one anchor need not to be taken into account in the design of the fixture. The following default values for n1, n2 and n3 may be taken: n1 4; n2 1 and n3 4,5 kn n1 3; n2 1 and n3 3,0 kn. Fitness for the intended use of the anchor is given under the following conditions: or The design of anchorages is carried out in compliance with ETAG 020, Guideline for European Technical of Plastic Anchors for Multiple Use in Concrete and Masonry for Nonstructural Applications , Annex C under the responsibility of an engineer experienced in anchorages. This design method applies to plastic anchors subject to static or quasi-static actions in tension, shear or combined tension and shear or bending; it is not applicable to plastic anchors loaded in compression or subject to fatigue, impact, or seismic actions. Verifiable calculation notes and drawings shall be prepared taking account of the loads to be anchored, the nature and strength of the base materials and the dimensions of the anchorage members as well as of the relevant tolerances. Shear loads acting on an anchor may be assumed to act without lever arm if both of the following conditions are fulfilled: The fixture shall be made of metal and in the area of the anchorage be fixed directly to the base material either without an intermediate layer or with a leveling layer of mortar with a thickness 3 mm. The fixture shall be in contact with the anchor over its entire thickness. (Therefore the diameter of clearance hole in the fixture df has to be equal or smaller than the value given in Annex 3, Table 3.) If these two conditions are not fulfilled the lever arm is calculated according to ETAG 020, Annex C. The characteristic bending moment is given in Annex 4, Table Resistance in concrete (use category a ) The characteristic values of resistance of the anchor for use in concrete are given in Annex 4, Table 4 and Annex 5, Table 6. The design method is valid for cracked and non-cracked concrete. According to the Technical Report TR 020 Evaluation of anchorages in concrete concerning resistance to fire it can be assumed that for fastening of facade systems the load bearing behavior of the Plastic anchor 10 has a sufficient resistance to fire at least 90 minutes (R90) if the admissible load [F Rk /( M F )] is 0,8 kn (no permanent centric tension load). Page 8 of ETA-12/0358, issued on , English translation prepared by ZAG Resistance in solid masonry (use category b ) The characteristic values of resistance of the anchor for use in solid masonry are given in Annex 4, Table 4 and in Annex 7. These values are independent of the load direction (tension, shear or combined tension and shear) and the mode of failure. The characteristic resistances given in Annex 7 for use in solid masonry are only valid for the base material and the bricks according this table or larger brick sizes and larger compressive strength of the masonry unit. If smaller brick sizes are present on the construction site or if the mortar strength is smaller than the required value, the characteristic resistance of the anchor may be determined by job site tests according to Resistance in hollow or perforated masonry (use category c ) The characteristic values of resistance of the anchor for use in hollow or perforated masonry are given in Annex 4, Tab
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