1、July 2007DEUTSCHE NORM English price group 9No part of this standard may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).ICS 91.100.30!,ye“9866627www.d
2、in.deDDIN EN 1739Determination of shear strength for in-plane forces of joints betweenprefabricated components of autoclaved aerated concrete or lightweightaggregate concrete with open structureEnglish version of DIN EN 1739:2007-07Bestimmung der Schubtragfhigkeit von Fugen zwischen vorgefertigten B
3、auteilen ausdampfgehrtetem Porenbeton oder haufwerksporigem Leichtbeton bei Belastung inBauteilebeneEnglische Fassung DIN EN 1739:2007-07SupersedesDIN EN 1739:1998-06www.beuth.deDocument comprises 17 pages09.07DIN EN 1739:2007-07 2 National foreword This standard has been prepared by CEN/TC 177 “Pre
4、fabricated reinforced components of autoclaved aerated concrete or leight-weight aggregate concrete with open structure” (Secretariat: DIN, Germany). The responsible German body involved in its preparation was the Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee), Technic
5、al Committee NA 005-07-09 AA Porenbeton und haufwerks-poriger Leichtbeton. Amendments This standard differs from DIN EN 1739:1998-06 as follows: a) The test set-up for joints between prefabricated components has been brought into line with the state of the art. Previous editions DIN EN 1739: 1998-06
6、 EUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 1739April 2007ICS 91.100.30 Supersedes EN 1739:1998 English VersionDetermination of shear strength for in-plane forces of jointsbetween prefabricated components of autoclaved aeratedconcrete or lightweight aggregate concrete with open structureDterm
7、ination de la rsistance au cisaillement desjonctions entre des lments prfabriqus raliss enbton cellulaire autoclav ou en bton de granulats lgers structure ouverte, sous leffet de forces agissant dans leplan des lmentsBestimmung der Schubtragfhigkeit von Fugen zwischenvorgefertigten Bauteilen aus dam
8、pfgehrtetem Porenbetonoder haufwerksporigem Leichtbeton bei Belastung inBauteilebeneThis European Standard was approved by CEN on 24 February 2007.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a
9、 national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the CEN Management Centre or to any CEN member.This European Standard exists in three official versions (English, French, German). A version
10、in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the CEN Management Centre has the same status as theofficial versions.CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark,
11、Estonia, Finland,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 NORMALISATIONEUROP
12、ISCHES KOMITEE FR NORMUNGManagement Centre: rue de Stassart, 36 B-1050 Brussels 2007 CEN All rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 1739:2007: EEN 1739:2007 (E) 2 Contents Page Foreword3 1 Scope 4 2 Normative references 4 3 Principl
13、e4 4 Apparatus .4 5 Test specimens5 6 Testing procedure6 7 Test results.7 8 Test report 8 Bibliography 15 Figures Figure 1 Example A for reference test set-up for grouted joint 9 Figure 2 Example B for reference test set-up for grouted joint 10 Figure 3 Example A for reference test set-up for mechan
14、ical joint 11 Figure 4 Example B for reference test set-up for mechanical joint 12 Figure 5 Example A for alternative test set-up13 Figure 6 Example B for alternative test set-up14 EN 1739:2007 (E) 3 Foreword This document (EN 1739:2007) has been prepared by Technical Committee CEN/TC 177 “Prefabric
15、ated reinforced components of autoclaved aerated concrete or light-weight aggregate concrete with open structure”, the secretariat of which is held by DIN. This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the la
16、test by October 2007, and conflicting national standards shall be withdrawn at the latest by October 2007. This document supersedes EN 1739:1998. In order to meet the performance requirements as laid down in the product standards for prefabricated reinforced components of autoclaved aerated concrete
17、 and of lightweight aggregate concrete with open structure, a number of standardized test methods are necessary. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgari
18、a, 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, Switzerland and United Kingdom. EN 1739:2007 (E) 4 1 Scope This Eu
19、ropean Standard specifies methods of determining the shear strength for in-plane forces of joints between prefabricated components made of autoclaved aerated concrete (AAC) according to prEN 12602 or lightweight aggregate concrete with open structure (LAC) according to EN 1520. 2 Normative reference
20、s The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 678, Determination of the dry density of aut
21、oclaved aerated concrete EN 679, Determination of the compressive strength of autoclaved aerated concrete EN 992, Determination of the dry density of lightweight aggregate concrete with open structure EN 1353, Determination of moisture content of autoclaved aerated concrete EN 1354, Determination of
22、 compressive strength of lightweight aggregate concrete with open structure 3 Principle The shear strength for in-plane forces of longitudinal joints between two adjacent prefabricated AAC- or LAC-components or sections thereof is determined by applying an in-plane shear force parallel with to the j
23、oint. The load is increased continuously or in steps until failure of the joint. The load-displacement diagram and the failure load are determined. The shear strength is determined from the failure load. 4 Apparatus a) saw for cutting components and test specimens; b) compression testing machine or
24、a hydraulic jack, capable of applying a compressive load without shock continuously or in steps. The precision of the compression testing machine or of the hydraulic jack and of the load indication shall be such that the failure load can be determined to an accuracy of 3 %. The measuring range shall
25、 be such that the failure load is higher than one-tenth of the range used; c) callipers and/or rule, capable of measuring the dimensions of the test specimens and the joints to an accuracy of 1 mm; d) loading frame and/or devices (e.g. steel plates, flat steel bars, steel rollers, soft fibre board)
26、according to Figures 1, 2, 3 or 4 (or Figures 5 or 6, for alternative tests) for transmitting the load and support reactions to the test specimen; e) dial gauge or a displacement transducer with a reading accuracy of 0,01 mm for measuring the relative displacement between the loaded and the supporte
27、d part of the test specimen. EN 1739:2007 (E) 5 5 Test specimens 5.1 Sample The sample for the preparation of the test specimens shall be taken in such a manner that it is representative of the product to be investigated. In the case of AAC, the direction of rise of the mass during manufacture shall
28、 be marked on the components. 5.2 Shape and size of test specimens The test specimen consists of two connected parts of prefabricated reinforced components with the actual thickness t of the component and a length of l = 150 mm. The width of one part is w1= 100 mm and the width of the other part is
29、w2= 200 mm, the total width of the specimen is then w = 300 mm plus the thickness of the joint, see Figures 1 and 2. If the joint system is mechanical, e.g. nails and plates or similar or toothed joints, the dimensions may be increased, to ensure space for the tooth or mechanical connections, as lon
30、g as the ratio between the width and the length is 1 (e.g. w = l = 600 mm), see Figures 3 and 4. 5.3 Number of test specimens A test set shall consist of at least three test specimens. 5.4 Preparation of test specimens AAC shall be allowed to cool for at least 2 d after autoclaving before assembling
31、 of the two parts. LAC test specimens shall be at least 21 d old before assembling the two parts and at least 28 d at testing. Before jointing, length, thickness and width of the parts to be connected shall be measured. The shape and dimensions of the longitudinal faces adjacent to the joint (e.g. t
32、ongue and groove) shall also be determined. For a mechanical jointing system dimensions and material properties of all parts shall be indicated. If the parts to be connected are frozen or cold, they shall be stored with sufficient space between each other at room temperature for at least 2 d before
33、jointing. In the case of a grouted joint the test specimens shall be assembled as shown in Figures 1 or 2. If the joint system is mechanical, e.g. nails and plates or similar, the two parts shall be joined together dry, without grouting (see Figures 3 or 4). There shall be at least two mechanical fi
34、xings or grouted dowels along such a joint. Defined tolerances for the mechanical fixings may be taken into account. If the joint is grouted with mortar or concrete, the two parts of the test specimen shall be fixed temporarily together in at least two places before grouting. After hardening of the
35、grouting material the fixing shall be removed. Grouting shall be performed according to the instructions of the manufacturer of the components. The grouting procedure (including e.g. any pre-wetting of the concrete adjacent to the joint), the recipe, consistency and the temperature of the grouting m
36、aterial shall be recorded in the test report. A grouted joint shall be protected against moisture loss under plastic sheet immediately after grouting and shall be allowed to harden at room temperature for at least 7 d before the test. 5.5 Conditioning of test specimens The test specimens shall be ke
37、pt at room temperature before and during testing. The moisture content of the concrete at testing shall be at least 6 % by mass for AAC and at least 4 % by mass for LAC. This shall be checked after the shear test (see 6.2). EN 1739:2007 (E) 6 NOTE When in doubt about the moisture content, this can b
38、e estimated in advance by testing related samples of material. 5.6 Alternative test specimens Alternative test specimens may be used, when the basic principle in this test standard is used. A correlation between the results from the alternative test method used shall be established with the referenc
39、e method given above. In Figure 5 and Figure 6 test set-ups for alternative tests are presented. The tests can be carried out with or without transverse pressure. 6 Testing procedure 6.1 Shear test The test specimen is placed in the testing machine or loading frame as shown in Figures 1 to 6. If the
40、 loaded and the supported surfaces of the test specimen deviate from planeness by more than 0,1 mm (to be checked over the two diagonals by means of a straight-edge and, if necessary, a feeler gauge), an intermediate layer of soft fibre board, gypsum plaster or mortar shall be applied between the co
41、ncrete and the adjacent steel parts as indicated in the figures. In the case of standard tests using a loading frame according to Figures 1 or 3, the support plate at the bottom shall be placed close to the joint, ensuring that the opposite loaded part of the test specimen can move freely downwards.
42、 The supported part shall be clamped to the support plate at bottom by tightening the clamp screw pressing on the ball-and-socket joint placed on the top of the component. This is not necessary if a test set-up according to Figures 2 or 4 is chosen. The load shall be applied as line load parallel to
43、 the joint, reaching over the whole thickness of the test specimen. The load transmitting steel bar shall be placed close to the joint, in the specified distance from the adjoining edge of the joint (see Figure 1 to 4). It shall be capable of being inclined in a plane parallel to the joint. A dial g
44、auge or displacement transducer shall be installed as shown in the figures for measuring the relative displacement over the joint between the loaded and the supported part of the test specimen. In the case of lateral supports, it shall be ensured that the supporting rollers are capable of moving smo
45、othly to prevent any significant influence of frictional forces on test results. After having taken an initial reading of the dial gauge or the displacement transducer, the load is applied continuously or in steps, depending on the equipment used for measuring and recording the displacement. In the
46、case of continuous loading, the loading rate shall be chosen such that failure will occur within (10 to 20) min. In the case of incremental load application, the size of the load steps shall not exceed 1/10 of the estimated failure load. Within the individual steps the load may be applied rapidly, b
47、ut without shock. The displacement gauge shall be read immediately after reaching a new load level and additionally 1 min later under the same load. The procedure shall be repeated until failure occurs. In the case of substantial creep, the load shall be kept constant, and readings shall be taken ev
48、ery other minute until creep ceases, but not longer than 10 min. The formation of cracks or irregularities shall be recorded in the test report. 6.2 Investigations after shear test Observations on the extent of filling of grouted joints shall be indicated in the test report. Samples shall be taken f
49、rom the components in the vicinity of the joint to check the moisture content of the concrete. In the case of AAC this shall be done in accordance with EN 1353. In the case of LAC the procedure described in EN 1356:1996, Clause 7, may be used. EN 1739:2007 (E) 7 Additional samples shall be taken in order to determine the compressive strength and the dry density of the concrete. They shall be extracted from undamaged parts of the components tested or from a component or block from the same mould or mixer batch as used for the components of the she
