1、DD CEN/TS1992-4-1:2009ICS 21.060.01; 91.080.40NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWDRAFT FOR DEVELOPMENTDesign of fasteningsfor use in concretePart 4-1: GeneralThis Draft for Developmentwas published under theauthority of the StandardsPolicy and StrategyCommittee on
2、30 June2009. BSI 2009ISBN 978 0 580 62635 7Amendments/corrigenda issued since publicationDate CommentsDD CEN/TS 1992-4-1:2009National forewordThis Draft for Development is the UK implementation of CEN/TS1992-4-1:2009.This publication is not to be regarded as a British Standard.It is being issued in
3、the Draft for Development series of publications andis of a provisional nature. It should be applied on this provisional basis,so that information and experience of its practical application can beobtained.Comments arising from the use of this Draft for Development arerequested so that UK experience
4、 can be reported to the internationalorganization responsible for its conversion to an international standard.A review of this publication will be initiated not later than 3 years afterits publication by the international organization so that a decision can betaken on its status. Notification of the
5、 start of the review period will bemade in an announcement in the appropriate issue of Update Standards.According to the replies received by the end of the review period,the responsible BSI Committee will decide whether to support theconversion into an international Standard, to extend the life of t
6、heTechnical Specification or to withdraw it. Comments should be sent tothe Secretary of the responsible BSI Technical Committee at BritishStandards House, 389 Chiswick High Road, London W4 4AL.The UK participation in its preparation was entrusted to TechnicalCommittee B/525/2, Structural use of conc
7、rete.A list of organizations represented on this committee can be obtained onrequest to its secretary.This publication does not purport to include all the necessary provisionsof a contract. Users are responsible for its correct application.Compliance with a British Standard cannot confer immunityfro
8、m legal obligations.DD CEN/TS 1992-4-1:2009TECHNICAL SPECIFICATIONSPCIFICATION TECHNIQUETECHNISCHE SPEZIFIKATIONCEN/TS 1992-4-1May 2009ICS 21.060.01; 91.080.40English VersionDesign of fastenings for use in concrete - Part 4-1: GeneralConception-calcul des lments de fixation pour bton -Partie 4-1: Gn
9、ralitsBemessung von Befestigungen in Beton - Teil 4-1:AllgemeinesThis Technical Specification (CEN/TS) was approved by CEN on 20 October 2008 for provisional application.The period of validity of this CEN/TS is limited initially to three years. After two years the members of CEN will be requested to
10、 submit theircomments, particularly on the question whether the CEN/TS can be converted into a European Standard.CEN members are required to announce the existence of this CEN/TS in the same way as for an EN and to make the CEN/TS availablepromptly at national level in an appropriate form. It is per
11、missible to keep conflicting national standards in force (in parallel to the CEN/TS)until the final decision about the possible conversion of the CEN/TS into an EN is reached.CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finlan
12、d,France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal,Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE
13、FR NORMUNGManagement Centre: Avenue Marnix 17, B-1000 Brussels 2009 CEN All rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. CEN/TS 1992-4-1:2009: EDD CEN/TS 1992-4-1:2009CEN/TS 1992-4-1:2009 (E) 2 Contents Page Foreword 41 Scope 61.1 General 61
14、.2 Type of fasteners and fastening groups .61.3 Fastener dimensions and materials.81.4 Fastener loading 91.4.1 Type of loading 91.4.2 Direction of loading .91.5 Concrete strength 91.6 Concrete member loading . 102 Normative references . 103 Definitions and symbols 113.1 Definitions . 113.2 Notations
15、 . 163.2.1 Indices 163.2.2 Actions and Resistances . 173.2.3 Concrete and steel 183.2.4 Units . 204 Basis of design . 214.1 General . 214.2 Required verifications 214.3 Design format 224.4 Verification by the partial factor method 234.4.1 General . 234.4.2 Partial factors for indirect and fatigue ac
16、tions 234.4.3 Partial factors for resistance . 234.5 Project specification and installation of fasteners 255 Determination of concrete condition and action effects 265.1 Non-cracked and cracked concrete 265.2 Derivation of forces acting on fasteners 265.2.1 General . 265.2.2 Tension loads 275.2.3 Sh
17、ear loads 306 Verification of ultimate limit state . 376.1 General . 377 Verification of fatigue limit state . 387.1 General . 387.2 Derivation of loads acting on fasteners . 397.3 Resistance . 408 Verification for seismic loading 428.1 General . 428.2 Requirements 428.3 Actions . 428.4 Resistance .
18、 429 Verification of serviceability limit state 45Annex A (normative) Local transmission of fastener loads into the concrete member . 46A.1 General . 46A.2 Verification of the shear resistance of the concrete member 46A.3 Verification of the resistance to splitting forces . 47DD CEN/TS 1992-4-1:2009
19、CEN/TS 1992-4-1:2009 (E) 3 Annex B (normative) Plastic design approach, fastenings with headed fasteners and post-installed fasteners . 48B.1 Field of application 48B.2 Loads on fastenings 50B.3 Design of fastenings . 52B.3.1 Partial factors . 52B.3.2 Resistance to tension load . 52B.3.3 Resistance
20、to shear load 54Annex C (informative) Durability . 56C.1 General . 56C.2 Fasteners in dry, internal conditions 56C.3 Fasteners in external atmospheric or in permanently damp internal exposure . 56C.4 Fasteners in high corrosion exposure by chloride and sulphur dioxide 56Annex D (informative) Exposur
21、e to fire design method . 57D.1 General . 57D.2 Partial factors . 57D.3 Resistance under fire exposure . 57D.3.1 General . 57D.3.2 Tension load 57D.3.3 Shear load 59D.3.4 Combined tension and shear load . 60Annex E (informative) Recommended additions and alterations to EN 1998-1:2004, 4.3.5 (Design
22、of structures for earthquake resistance) for the design of fastenings under seismic loading 61E.1 General . 61E.2 Additions to Section 4.3.5.1 of EN 1998-1:2004 . 61E.3 Additions and alterations to EN 1998-1:2004, 4.3.5.2 61E.4 Additions to EN 1998-1:2004, 4.3.5.3 . 63E.5 Additions and alterations t
23、o EN 1998-1:2004, 4.3.5.4 63DD CEN/TS 1992-4-1:2009CEN/TS 1992-4-1:2009 (E) 4 Foreword This document (CEN/TS 1992-4-1:2009) has been prepared by Technical Committee CEN/TC 250 “Structural Eurocodes”, the secretariat of which is held by BSI. Attention is drawn to the possibility that some of the elem
24、ents of this document may be the subject of patent rights. CEN and/or CENELEC shall not be held responsible for identifying any or all such patent rights. This Technical Specification CEN/TS 1992-4-1 General, describes the general principles and requirements for safety, serviceability and durability
25、 of fasteners for use in concrete, together with specific requirements for structures serving as base material for the fasteners. It is based on the limit state concept used in conjunction with a partial factor method. The numerical values for partial factors and other reliability parameters are rec
26、ommended values and may be changed in a National Annex, if required. The recommended values apply when: a) the fasteners comply with the requirements of 1.2.2, and b) the installation complies with the requirements of 4.5. CEN/TS 1992-4 Design of fastenings for use in concrete is subdivided into the
27、 following parts: Part 1: General Part 2: Headed fasteners Part 3: Anchor channels Part 4: Post-installed fasteners Mechanical systems Part 5: Post-installed fasteners Chemical systems Part 1 is applicable to all products. Special rules applicable to particular products are given in Parts 2 to 5 of
28、the series CEN/TS 1992-4. These Parts should be used only in conjunction with Part 1. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to announce this Technical Specification: Austria, Belgium, Bulgaria, Cyprus, Czech Repub
29、lic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom. National Annex for CEN/TS 1992-4-1 This CEN/TS gives
30、 values with notes indicating where national choices may have to be made. When this CEN/TS is made available at national level it may be followed by a National Annex containing all Nationally Determined Parameters to be used for the design of fastenings according to this CEN/TS for use in the releva
31、nt country. National choice of the partial factors and reliability parameters is allowed in design according to this CEN/TS in the following clauses: 4.4.2; 4.4.3.1.1; DD CEN/TS 1992-4-1:2009CEN/TS 1992-4-1:2009 (E) 5 4.4.3.1.2; 4.4.3.1.3; 4.4.3.2; 4.4.3.3; 5.1.2; B.3.1; D.2. DD CEN/TS 1992-4-1:2009
32、CEN/TS 1992-4-1:2009 (E) 6 1 Scope 1.1 General 1.1.1 This CEN/TS provides a design method for fasteners for structural purposes, which are used to transmit actions to the concrete. Inserts embedded in precast concrete elements during production, under FPC conditions and with the due reinforcement, i
33、ntended for use only during transient situations for lifting and handling, are covered by the CEN/TR “Design and Use of Inserts for Lifting and Handling Precast Concrete Elements”, by CEN TC 229. 1.1.2 This CEN/TS is intended for applications in which the failure of fastenings will: 1) result in col
34、lapse or partial collapse of the structure, or 2) cause risk to human life, or 3) lead to significant economic loss. 1.1.3 The support of the fixture may be either statically determinate or statically indeterminate, defined as multiple anchor use in some European Technical Approvals (ETAs). Each sup
35、port may consist of one fastener or a group of fasteners. 1.1.4 This CEN/TS is valid for applications which fall within the scope of the series EN 1992. In applications where special considerations apply, e.g. nuclear power plants or civil defence structures, modifications may be necessary. 1.1.5 Th
36、is CEN/TS does not cover the design of the fixture. The design of the fixture shall be carried out to comply with the appropriate Standards. Requirements for stiffness and ductility of the fixture are given in clauses 5 and 8. 1.2 Type of fasteners and fastening groups 1.2.1 This CEN/TS applies to:
37、a) cast-in fasteners such as headed fasteners, anchor channels with rigid connection between fastener and channel; b) post-installed anchors such as expansion anchors, undercut anchors, concrete screws, bonded anchors, bonded expansion anchors and bonded undercut anchors. For other types of fastener
38、s modifications of the design provisions may be necessary. 1.2.2 This CEN/TS applies to fasteners with established suitability for the specified application in concrete covered by provisions, which refer to this CEN/TS and provide data required by this CEN/TS. The necessary data are listed in Parts
39、2 to 5. NOTE Where there is no European Standard for a particular fastener which refers specifically to the use of this fastener or where the fastener deviates significantly from the European Standard, the establishment of suitability may result from: a) European Technical Approval (ETA) which refer
40、s specifically to the use of the fastener in concrete; b) relevant national standard or provision which refers specifically to the use of the fastener in concrete; c) documentation of the fastener should include the characteristic resistance of the fastener and consider effects influencing the relia
41、bility of fasteners both during installation and in service life under sustained and variable loads, as well as the sensitivity to possible deviations on any of the factors of importance. DD CEN/TS 1992-4-1:2009CEN/TS 1992-4-1:2009 (E) 7 d) Factors to be addressed are: 1) Installation conditions in
42、concrete on site. 2) Drilling method and drill bit diameter in case of post-installed fasteners. 3) Bore hole cleaning. 4) Installation tools. 5) Sustained (long term) and variable loads on the fastener. 6) Variable loads on the concrete structure (crack cycling). 7) Crack width in the concrete stru
43、cture. 8) Environmental conditions such as air pollution, alkalinity, aggressive environment, humidity, concrete- installation temperature, service temperature 9) Location of fasteners in the concrete component. 10) Minimum dimensions of the structural component. In addition to the assumptions of EN
44、 1992-1-1 it is assumed that both the design and execution of fastening systems in concrete structures is carried out by personnel having the appropriate skill and experience. 1.2.3 This CEN/TS applies to single fasteners and groups of fasteners. In a fastening group the loads are applied to the ind
45、ividual fasteners of the group by means of a common fixture. In this CEN/TS it is assumed that in a fastening group only fasteners of the same type and size are used. The configurations of fasteners (cast-in place headed fasteners and post-installed fasteners) covered by this CEN/TS are shown in Fig
46、ure 1. Distinction is to be made between fastenings with and without hole clearance. The following applications may be considered to have no hole clearance: a) bolts are welded to the fixture or screwed into the fixture, or b) any gap between the fastener and the fixture is filled with mortar of suf
47、ficient compression strength or eliminated by other suitable means; For anchor channels the number of fasteners is not limited. DD CEN/TS 1992-4-1:2009CEN/TS 1992-4-1:2009 (E) 8 Key 1 Fastener 2 Steel plate a) Fastenings without hole clearance, all edge distances b) Fastenings with hole clearance si
48、tuated far from edges c) Fastenings with hole clearance situated near to an edge ac10,5 hnor t 0,2 hnc) with a small anchor plate in each direction, b1 0,5 hn or t ukykukf/ff (6Connection between anchor and channel of anchor channels: 1,8,=caMs (7) Local failure of the anchor channel by bending of the lips in tension and shear: 1,8=lMs, (8) Bending of the channel of anchor channels: 1,15=flexMs, (9) Steel failure of supplementary reinforcement: 1,15=reMs, (10) 4.4.3.1.2 Partial factor for concrete The partial factor Mccovers concrete break-out
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