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Verbindungselemente Engel GmbH Weltestraße Weingarten DEUTSCHLAND. Manufacturing plant 74437, , , - PDF Free Download
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1 European Technical Assessment ETA-13/0536 of 20 February 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 Deutsches Institut für Bautechnik Self-tapping screws for use in timber constructions Verbindungselemente Engel GmbH Weltestraße Weingarten DEUTSCHLAND Manufacturing plant 74437, , , This European Technical Assessment contains 11 pages including 3 annexes which form an integral part of this assessment This European Technical Assessment is issued in accordance with Regulation (EU) No 305/2011, on the basis of EAD This version replaces ETA-13/0536 issued on 27 June 2013 Z /17
2 European Technical Assessment ETA-13/0536 Page 2 of February 2018 The European Technical Assessment is issued by the Technical Assessment Body in its official language. Translations of this European Technical Assessment in other languages shall fully correspond to the original issued document and shall be identified as such. Communication of this European Technical Assessment, including transmission by electronic means, shall be in full. However, partial reproduction may only be made with the written consent of the issuing Technical Assessment Body. Any partial reproduction shall be identified as such. This European Technical Assessment may be withdrawn by the issuing Technical Assessment Body, in particular pursuant to information by the Commission in accordance with Article 25(3) of Regulation (EU) No 305/2011. Z /17
3 European Technical Assessment ETA-13/0536 Page 3 of February 2018 Specific part 1 Technical description of the product are made from special carbon steel. The screws are hardened. The screws have a corrosion protection according to Annex A.2.6 and an antifriction coating. The outer thread diameter is not less than 3.0 mm and not greater than 6.0 mm. The overall length of the screws is ranging from 20 mm to 300 mm. Further dimensions are shown in Annex 3. 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 are used in compliance with the specifications and conditions given in Annex 1 and 2. The verifications and assessment methods on which this European Technical Assessment is based lead to the assumption of a working life of the 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 Dimensions See Annex 3 Characteristic yield moment See Annex 2 Characteristic withdrawal parameter See Annex 2 Characteristic head pull-through parameter See Annex 2 Characteristic tensile strength See Annex 2 Characteristic yield strength Characteristic torsional strength See Annex 2 Insertion moment See Annex 2 Spacing, end and edge distances of the screws and minimum thickness of the wood based material No performance assessed See Annex 2 Slip modulus for mainly axially loaded screws See Annex 2 Z /17
4 European Technical Assessment ETA-13/0536 Page 4 of February Safety in case of fire (BWR 2) Essential characteristic Reaction to fire Performance Euroclass A1 3.3 Safety and accessibility in use (BWR 4) Same as BWR 1 4 Assessment and verification of constancy of performance (AVCP) system applied, with reference to its legal base In accordance with EAD No , the applicable European legal act is: 97/176/EC. The system to be applied is: 3 5 Technical details necessary for the implementation of the AVCP system, as provided for in the applicable EAD Technical details necessary for the implementation of the AVCP system are laid down in the control plan deposited with Deutsches Institut für Bautechnik. Issued in Berlin on 20 February 2018 by Deutsches Institut für Bautechnik BD Dipl.-Ing. Andreas Kummerow Head of Department beglaubigt: Dewitt Z /17
5 Page 5 of European Technical Assessment Annex 1 Specifications of intended use A.1.1 Use of the only for: Static and quasi-static loads A.1.2 Base materials The screws are used for connections in load bearing timber structures between wood-based members or between those members and steel members: Solid timber (softwood) according to EN , Glued laminated timber (softwood) according to EN , Laminated veneer lumber LVL of softwood according to EN , arrangement of the screws only perpendicular to the plane of the veneers, Glued solid timber (softwood) according to EN or national provisions that apply at the installation site, Cross-laminated timber (softwood) according to European Technical Approvals/Assessments or national provisions that apply at the installation site. The screws may be used for connecting the following wood-based panels to the timber members mentioned above: Plywood according to EN and EN , Oriented Strand Board, OSB according to EN and EN 13986, Particleboard according to EN and EN 13986, Fibreboards according to EN , EN and EN 13986, Cement-bonded particle boards according to EN and EN 13986, Solid-wood panels according to EN and EN Wood-based panels shall only be arranged on the side of the screw head EN :2005+A1:2011 Timber structures Strength graded structural timber with rectangular cross section Part 1: General requirements EN 14080:2013 Timber structures - Glued laminated timber and glued solid timber - Requirements EN 14374:2004 Timber structures - Structural laminated veneer lumber - Requirements EN 636:2012+A1:2015 Plywood - Specifications EN 13986:2004+A1:2015 Wood-based panels for use in construction - Characteristics, evaluation of conformity and marking EN 300:2006 Oriented strand boards (OSB) Definition, classification and specifications EN 312:2010 Particleboards - Specifications EN 622-2:2004 Fibreboards Specifications Part 2: Requirements for hardboards EN 622-3:2004 Fibreboards - Specifications - Part 3: Requirements for medium boards EN 634-2:2007 Cement-bonded particleboards Specifications Part 2: Requirements for OPC bonded particleboards for use in dry, humid and external conditions EN 13353:2008+A1:2011 Solid wood panels (SWP) Requirements Specifications of intended use Annex 1 Z /17
6 Page 6 of European Technical Assessment A.1.3 Use Conditions (environmental conditions) The corrosion protection of the is specified in Annex A.2.6. With regards to the use and the environmental conditions, the national provisions of the place of installation apply. A.1.4 Installation provisions EN in conjunction with the respective national annex applies for the installation. A minimum of two screws shall be used for connections in load bearing timber structures. This does not apply for special situations specified in National Annexes to EN The screws are driven into the wood-based member made of softwood without pre-drilling. The screw holes in steel members shall be pre-drilled with an adequate diameter greater than the outer thread diameter. By fastening screws in wood-based members the head of the screws shall be flush with the surface of the woodbased member. 12 EN : 2004+AC:2006+A1:2008+A2:2014 Eurocode 5: Design of timber structures Part 1-1: General - Common rules and rules for buildings Installation provisions Annex 1 Z /17
7 Page 7 of European Technical Assessment ANNEX 2 Characteristic values of the load-carrying capacities Table A.2.1 Characteristic load-carrying capacities of Outer thread diameter [mm] Characteristic yield moment M y,k [Nm] Characteristic tensile strength f tens,k [kn] Characteristic torsional strength f tor,k [Nm] A.2.1 General The minimum penetration length of the threaded part of the screw in the wood-based members l ef shall be 4 d l ef = sin (2.1) where d angle between screw axis and grain direction outer thread diameter of the screw. The outer thread diameter of screws inserted in cross-laminated timber shall be at least 6 mm. The inner thread diameter d 1 of the screws shall be greater than the maximal width of the gaps in the layer of cross laminated timber. A.2.2 Laterally loaded screws A General The outer thread diameter d shall be used as effective diameter of the screw according to EN The embedding strength for the screws in wood-based members or in wood-based panels shall be taken from EN or from national provisions that apply at the installation site unless otherwise specified in the following. A.2.3 Axially loaded screws A Slip modulus The axial slip modulus K ser of the threaded part of a screw for the serviceability limit state shall be taken independent of angle α to the grain as: K ser = 780 d 0,2 l [N/mm] (2.2) Where d l ef 0,4 ef outer thread diameter of the screw [mm] penetration length of the of the threaded part of the screw in the wood-based member [mm]. A Axial withdrawal capacity The characteristic withdrawal parameter at an angle α = 90 to the grain based on a characteristic density of the wood-based member of 350 kg/m³ is f ax,k = 11.5 N/mm² for. For LVL a maximum characteristic density of 500 kg/m³ shall be used in equation (8.40a) of EN Characteristic load-bearing values of the capacity load-carrying values capacities Annex 2 Z /17
8 Page 8 of European Technical Assessment A Head pull-through capacity The characteristic value of the head pull-through parameter for for a characteristic density of 350 kg/m³ of the timber and for wood-based panels like - Plywood according to EN 636 and EN Oriented Strand Board, OSB according to EN 300 and EN Particleboard according to EN 312 and EN Fibreboards according to EN 622-2, EN and EN Cement-bonded particle boards according to EN and EN 13986, - Solid-wood panels according to EN and EN with a thickness of more than 20 mm is f head,k = 9.4 N/mm². For wood-based panels a maximum characteristic density of 380 kg/m³ and for LVL a maximum characteristic density of 500 kg/m³ shall be used in equation (8.40b) of EN For wood based panels with a thickness 12 mm t 20 mm the characteristic value of the head pull-through parameter for the screws is: f head,k = 8 N/mm² For wood based panels with a thickness of less than 12 mm the characteristic head pull-through capacity for screws shall be based on a characteristic value of the head pull-through parameter of 8 N/mm², and limited to 400 N complying with the minimum thickness of the wood based panels of 1.2 d, with d as outer thread diameter and the values in Table A.2.2. Table A.2.2 Wood based panel Minimum thickness of wood based panels Minimum thickness [mm] Plywood 6 Fibreboards (hardboards and medium boards) 6 Oriented Strand Boards, OSB 8 Particleboards 8 Cement-bonded particle board 8 Solid wood Panels 12 In steel-to-timber connections the head pull-through capacity is not governing. Characteristic values of the load-carrying capacities Annex 2 Z /17
9 Page 9 of European Technical Assessment A.2.4 Spacing, end and edge distances of the screws and minimum thickness of the wood based material A General Minimum thickness for structural members made from solid timber, glued laminated timber, glued solid timber, laminated veneer lumber and cross laminated timber is t = 30 mm. A Laterally and/or axially loaded screws Screws in non pre-drilled holes For minimum spacing and distances are given in EN , clause and Table 8.2 as for nails in non-predrilled holes. Here, the outer thread diameter d shall be considered. For Douglas fir members minimum spacing and distances parallel to the grain shall be increased by 50%. A Only axially loaded screws For the minimum spacings, end and edge distances are given in EN , clause and Table 8.2 as for nails in non-predrilled holes and clause 8.7.2, Table 8.6. A.2.5 Insertion moment The ratio between the characteristic torsional strength f tor,k and the mean value of insertion moment R tor,mean fulfills the requirement for all screws. A.2.6 Durability against corrosion may have the coatings according to Table A.2.3 Table A.2.3 Coatings of the Coating electrolytically galvanised blue chromated yellow chromated thick layer passivated Minimum thickness of the coating [ m] 3 Use Insertion Compression Spacing, Characteristic Spacings, examples moment end insertion and reinforcement values and edge moment of durability distances the load-carrying perpendicular and against durability and durability corrosion capacities/ against to the against grain corrosion Durability Spacing corrosion and against distances corrosion of the screws Annex 3 2 Z /17
10 Page 10 of European Technical Assessment Dimensions Annex 3.1 Z /17
11 Page 11 of European Technical Assessment Screw heads Annex 3.2 Z /17
European Technical Assessment. ETA-12/0198 of 19 June English translation prepared by DIBt - Original version in German language.
European Technical Assessment ETA-12/0198 of 19 June 2017 - Original version in German language General Part Technical Assessment Boy issuing the European Technical Assessment: Trae name of the construction
European Technical Assessment. ETA-11/0190 of 23 July English translation prepared by DIBt - Original version in German language.
European Technica Assessment ETA-11/0190 of 23 Juy 2018 - Origina version in German anguage Genera Part Technica Assessment Body issuing the European Technica Assessment: Trade name of the construction
Member of SINTEF Building and Infrastructure P.O.Box 124 Blindern NO-0314 Oslo, Norway Phone +47 73 59 30 00 e-mail: certification@sintef.no www.eota.eu European Technical Assessment ETA-08/0285 of 2018-09-01
European Technical Assessment. ETA-11/0219 of Member of. General part. Technical Assessment Body issuing the