1、DD CEN/TS1992-4-5:2009ICS 21.060.99; 91.080.40NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWDRAFT FOR DEVELOPMENTDesign of fasteningsfor use in concretePart 4-5: Post-installed fasteners Chemical systemsThis Draft for Developmentwas published under theauthority of the Standar
2、dsPolicy and StrategyCommittee on 30 June2009. BSI 2009ISBN 978 0 580 62639 5Amendments/corrigenda issued since publicationDate CommentsDD CEN/TS 1992-4-5:2009National forewordThis Draft for Development is the UK implementation of CEN/TS1992-4-5:2009.This publication is not to be regarded as a Briti
3、sh Standard.It is being issued in 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
4、arerequested so that UK experience 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
5、on its status. Notification of the 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
6、 Standard, to extend the life of theTechnical 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 TechnicalCommitt
7、ee B/525/2, Structural use of concrete.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
8、Standard cannot confer immunityfrom legal obligations.DD CEN/TS 1992-4-5:2009TECHNICAL SPECIFICATIONSPCIFICATION TECHNIQUETECHNISCHE SPEZIFIKATIONCEN/TS 1992-4-5May 2009ICS 21.060.99; 91.080.40English VersionDesign of fastenings for use in concrete - Part 4-5: Post-installedfasteners - Chemical syst
9、emsConception-calcul pour les lments de fixation pour bton- Partie 4-5 : Chevilles de fixation - Systmes chimiquesBemessung von Befestigungen in Beton - Teil 4-5: Dbel -chemische SystemeThis Technical Specification (CEN/TS) was approved by CEN on 20 October 2008 for provisional application.The perio
10、d of validity of this CEN/TS is limited initially to three years. After two years the members of CEN will be requested to 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
11、in the same way as for an EN and to make the CEN/TS availablepromptly at national level in an appropriate form. It is permissible 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
12、members are the national standards bodies of Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland,France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal,Romania, Slovakia, Slovenia, Spain, Sweden
13、, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE 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.
14、 CEN/TS 1992-4-5:2009: EDD CEN/TS 1992-4-5:2009CEN/TS 1992-4-5:2009 (E) 2 Contents Page Foreword 31 Scope 41.1 General 42 Normative references 43 Definitions and symbols .44 Basis of design 54.1 General 55 Determination of action effects 56 Verification of ultimate limit state by elastic analysis .5
15、6.1 General 56.2 Tension load .66.2.1 Required verifications .66.2.2 Steel failure .66.2.3 Concrete cone failure 86.2.4 Splitting failure 146.3 Shear load 156.3.1 Required verifications 156.3.2 Steel failure 156.3.3 Concrete pry-out failure . 166.3.4 Concrete edge failure . 176.4 Combined tension an
16、d shear load 236.4.1 Steel failure decisive for tension and shear load 236.4.2 Other modes of failure decisive 247 Fatigue . 248 Seismic 24DD CEN/TS 1992-4-5:2009CEN/TS 1992-4-5:2009 (E) 3 Foreword This Technical Specification (CEN/TS 1992-4-5:2009) has been prepared by Technical Committee CEN/TC 25
17、0 “Structural Eurocodes”, the secretariat of which is held by BSI. Attention is drawn to the possibility that some of the elements 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 Spec
18、ification CEN/TS 1992-4-5 Post-installed fasteners Chemical systems, describes the principles and requirements for safety, serviceability and durability of post-installed fasteners with chemical anchorage systems for use in concrete. This Technical Specification does not provide information about th
19、e use of National Determined Parameters (NDP). CEN/TS 1992-4-5 is based on the limit state concept used in conjunction with a partial factor method. CEN/TS 1992-4 Design of fastenings for use in concrete is subdivided into the following parts: Part 1: General Part 2: Headed fasteners Part 3: Anchor
20、channels Part 4: Post-installed fasteners Mechanical systems Part 5: Post-installed fasteners Chemical systems Connection to Part 1 of this Technical Specification TS The principles and requirements of Part 5 of this CEN/TS are additional to those in Part 1, all the clauses and subclauses of which a
21、lso apply to Part 5 unless varied in this Part. Additional information is presented under the relevant clauses/sub-clauses of Part 1 of the CEN/TS. The numbers for the clauses/sub-clauses of Part 5 continue from the number of the last relevant clauses/sub-clauses of Part 1. The above principles also
22、 apply to Figures and Tables in Part 5. 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 Republic, Denmark, Estonia, Finland, France, German
23、y, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom. DD CEN/TS 1992-4-5:2009CEN/TS 1992-4-5:2009 (E) 4 1 Scope 1.1 General 1.1.6 This document relies o
24、n characteristic resistances and distances which are stated in a European Technical Specification. In general the design concept is valid in the product dimensions 6 hef/dnom 20. The actual range for a particular fastener may be taken from the relevant European Technical Specification. In minimum th
25、e following characteristics should be given in the relevant European Technical Specification as base for the design method of this CEN/TS. NRk,s, VRk,s 0sRk,M Rk ccr,N, scr,N ccr,sp, scr,sp cmin, smin hmin limitations on concrete strength classes of base material kcr, kucr, k, k2, k3, k4, k8 dnom, h
26、ef, lf,limitations on hef/dnom Mi, recommended partial factors see CEN/TS 1992-4-1:2009, clause 4 2 Normative references This European Standard incorporates by dated or undated reference, provisions from other publications. These normative references are cited at the appropriate places in the text a
27、nd the publications are listed hereafter. For dated references, subsequent amendments to or revisions of any of these publications apply to this European Standard only when incorporated in it by amendment or revision. For undated references the latest edition of the publication referred to applies.
28、NOTE The following references to Eurocodes are references to European Standards and European Prestandards. These are the only European documents available at the time of publication of this TS. National documents take precedence until Eurocodes are published as European Standards. EN 1992-1-1, Euroc
29、ode 2 Design of concrete structures Part 1-1: General rules and rules for buildings CEN/TS 1992-4-1:2009, Design of fastenings for use in concrete Part 4-1: General 3 Definitions and symbols Definitions and symbols are given in CEN/TS 1992-4-1. DD CEN/TS 1992-4-5:2009CEN/TS 1992-4-5:2009 (E) 5 4 Bas
30、is of design 4.1 General 4.5.4 The following assumptions in respect to installation have been made in this CEN/TS. The installation instructions should reflect them: 1) Concrete has been compacted adequately in the area of the fastening. This should be checked prior and during installation via visua
31、l check. 2) Requirements for drilling operation and bore hole: Holes are drilled perpendicular to the surface of the concrete unless specifically required otherwise by the manufacturers instructions. Drilling is carried out by method specified by the manufacturer. When hard metal hammer-drill bits a
32、re used, they should comply with ISO or National Standards. When diamond core drilling is permitted, the diameter of the segments should comply with the prescribed diameter. Reinforcement in close proximity to the hole position is not damaged during drilling. In prestressed concrete structures it is
33、 ensured that the distance between the drilling hole and the prestressed reinforcement is at least 50mm; for determination of the position of the prestressed reinforcement in the structure a suitable device e.g. a reinforcement detector is used. Holes are cleaned according to the instructions given
34、in the European Technical Specification. Aborted drill holes are filled with high strength non-shrinkage mortar. 3) Inspection and approval of the correct installation of the fasteners is carried out by appropriately qualified personnel. NOTE Many drill bits exhibit a mark indicating that they are i
35、n accordance with ISO or National Standards. If the drill bits do not bear a conformity mark, evidence of suitability should be provided. 5 Determination of action effects The determination and analysis of the condition of the concrete cracked or non-cracked - serving as base material for the fasten
36、er and of the loads acting on the fastener is given in CEN/TS 1992-4-1:2009, clause 5. 6 Verification of ultimate limit state by elastic analysis 6.1 General 6.1.5 This section applies when forces on the fasteners have been calculated using elastic analysis. CEN/TS 1992-4-1:2009, Annex B should be u
37、sed for plastic analysis. 6.1.6 The spacing between outer post-installed fasteners of adjoining groups or the distance to single fasteners shall be a scr,N. 6.1.7 Aborted drill holes filled with high strength non-shrinkage mortar do not have to be considered in the design of the fastenings. DD CEN/T
38、S 1992-4-5:2009CEN/TS 1992-4-5:2009 (E) 6 6.2 Tension load 6.2.1 Required verifications The required verifications are given in Table 1. Table 1 Verification for post-installed fasteners loaded in tension Single fastener Fastener group1) most loaded fastener fastener group 1 Steel failure NEd NRd,s=
39、 NRk,s/ MshEdN NRd,s= NRk,s/ Ms,s2 Combined pull-out and concrete failure NEd NRd,p= NRk,p/ MpgEdN NRd,p= NRk,p/ Mp3 Concrete cone failure NEd NRd,c= NRk,c/ McgEdN NRd,c= NRk,c/ Mc4 Splitting failure NEd NRd,sp= NRk,sp/ MspgEdN NRd,sp= NRk,sp/ Msp1) Verification is performed only for the fasteners o
40、f a group loaded in tension. 6.2.2 Steel failure The characteristic resistance of a fastener in case of steel failure NRk,sis given in the relevant European Technical Specification. The strength calculations are based on ukf . Combined pull-out and concrete failure The characteristic resistance of a
41、 fastener, a group of fasteners and the tensioned fasteners of a group of fasteners in case of combined pull-out and concrete failure may be obtained by Equation (1). ec,Npre,Ng,Nps,Np0p,Np,N0pRk,pRk, =AANN N (1) The different factors of Equation (1) are given below. NOTE This verification is necess
42、ary only in the case that maxRk,Rk 100 mm. 6.2.2.6 Effect of the eccentricity of the load The factor Npec, takes account of a group effect when different tension loads are acting on the individual fasteners of a group. 1/211Npcr,NNpec,+=se - (11) with: eN: eccentricity of the resulting tensile load
43、acting on the tensioned fasteners (see CEN/TC 1992-4-1:2009, 5.2). Where there is an eccentricity in two directions, Npec, shall be determined separately for each direction and the product of both factors shall be inserted in Equation (1). 6.2.3 Concrete cone failure The characteristic resistance of
44、 a single tensioned fastener and a group of tensioned fasteners in case of concrete cone failure may be obtained by Equation (12). DD CEN/TS 1992-4-5:2009CEN/TS 1992-4-5:2009 (E) 9 ec,Nre,Ns,Noc,Nc,NocRk,cRk, =AANN N (12) The different factors of Equation (12) are given below. 6.2.3.1 Characteristic
45、 resistance of a single fastener Cracked concrete: The characteristic resistance of a single fastener placed in cracked concrete and not influenced by adjacent fasteners or edges of the concrete member is obtained by: 1,5efcubeck,crocRk,hfkN = N (13) where kcrfactor to take into account the influenc
46、e of load transfer mechanisms for applications in cracked concrete, the actual value is given in the corresponding European Technical Specification. fck,cubeN/mm2 characteristic cube strength of the concrete strength class but noting the limitations given in the relevant European Technical Specifica
47、tion. hefmm see CEN/TS 1992-4-1:2009, Figure 5, the actual value is given in the corresponding European Technical Specification. NOTE For fasteners according to current experience the value is 7,2 or 8,5. The actual value for a particular fastener may be taken from the relevant European Technical Sp
48、ecification. Non-cracked concrete: The characteristic resistance of a single fastener placed in non-cracked concrete and not influenced by adjacent fasteners or edges of the concrete member is obtained by: 1,5efcubeck,ucr0cRk,hfkN = N (14) with kucrfactor to take into account the influence of load t
49、ransfer mechanisms for applications in non-cracked concrete, the actual value is given in the corresponding European Technical Specification. DD CEN/TS 1992-4-5:2009CEN/TS 1992-4-5:2009 (E) 10 Key 1 Idealised concrete break-out body Figure 1 Idealised concrete cone and area 0Nc,A of concrete cone of an individual fastener 6.2.3.2 Geome
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