1、| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | BRITISH STANDARD BS EN 1799:1999 The Europ
2、ean Standard EN 1799:1998 has the status of a British Standard ICS 83.180; 91.080.40 NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAW Products and systems for the protection and repair of concrete structures Test methods Tests to measure the suitability of structural bonding ag
3、ents for application to concrete surfaceThis British Standard, having been prepared under the direction of the Sector Committee for Building and Civil Engineering, was published under the authority of the Standards Committee and comes into effect on 15 June 1999 BSI 06-1999 ISBN 0 580 30945 2 BS EN
4、1799:1999 Amendments issued since publication Amd. No. Date Comments National foreword This British Standard is the English language version of EN 1799:1998. The UK participation in its preparation was entrusted by Technical Committee B/517, Concrete, to Subcommittee B/517/8, Repair and protection o
5、f concrete structures, which has the responsibility to: aid enquirers to understand the text; present to the responsible European committee any enquiries on the interpretation, or proposals for change, and keep the UK interests informed; monitor related international and European developments and pr
6、omulgate them in the UK. A list of organizations represented on this subcommittee can be obtained on request to its secretary. Cross-references The British Standards which implement international or European publications referred to in this document may be found in the BSI Standards Catalogue under
7、the section entitled “International Standards Correspondence Index”, or by using the “Find” facility of the BSI Standards Electronic Catalogue. A British Standard does not purport to include all the necessary provisions of a contract. Users of British Standards are responsible for their correct appl
8、ication. Compliance with a British Standard does not of itself confer immunity from legal obligations. Summary of pages This document comprises a front cover, an inside front cover, the EN title page, pages 2 to 6, an inside back cover and a back cover.CEN European Committee for Standardization Comi
9、te Europe en de Normalisation Europa isches Komitee fu r Normung Central Secretariat: rue de Stassart 36, B-1050 Brussels 1998 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 1799:1998 E EUROPEAN STANDARD EN 1799 NORME EUROPE ENNE
10、EUROPA ISCHE NORM December 1998 ICS 83.180; 91.080.40 Descriptors: concrete structures, repairs, protection, areas, glue, tests, laboratory tests, determination, operating requirements English version Products and systems for the protection and repair of concrete structures Test methods Tests to mea
11、sure the suitability of structural bonding agents for application to concrete surface Produits et syste mes pour la protection et la re paration des structures en be ton Me thodes dessais Essais de de termination de laptitude a lemploi des colles structurales a appliquer sur les surfaces en be ton P
12、rodukte und Systeme fu r den Schutz und die Instandsetzung von Betontragwerken Pru fverfahren Pru fungen der Eignung von Klebern fu r die Anwendung auf Betonoberfla chen This European Standard was approved by CEN on 29 November 1998. CEN members are bound to comply with the CEN/CENELEC Internal Regu
13、lations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the Central Secretariat or to any CEN member. This E
14、uropean Standard exists in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the official versions. CEN members are the n
15、ational standards bodies of Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and United Kingdom.Page 2 EN 1799:1998 BSI 06-1999 Foreword This European Standard has been prepared
16、 by Technical Committee CEN/TC 104, Concrete (performance, production, placing and compliance criteria), 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 latest by Ju
17、ne 1999, and conflicting national standards shall be withdrawn at the latest by June 1999. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Czech Republic, Denmark, Finl
18、and, France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and the United Kingdom. NOTE This European Standard should be read together with EN 1504-1. Contents Page Foreword 2 1 Scope 3 2 Normative references 3 3 Test methods 3 4 Equi
19、pment 3 4.1 Sag flow test 3 4.2 Squeezability test 3 5 Test procedure 3 5.1 Sag flow test 3 5.2 Squeezability test 3 6 Test report 4 6.1 Sag flow test 4 6.2 Squeezability test 4Page 3 EN 1799:1998 BSI 06-1999 1 Scope This standard specifies methods of testing to measure the suitability of structural
20、 bonding agents for application to vertical and horizontal surfaces. 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 and the publications are liste
21、d 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 lastest edition of the publication referred to applies. EN 1504-1, Products and syst
22、ems for the protection and repair of concrete structures Definitions, requirements, quality control and evaluation of conformity Part 1: Definitions. prEN 12189, Products and systems for the protection and repair of concrete structures Test methods Determination of open time. 3 Test methods This sta
23、ndard describes a method for the determination of the suitability of structural bonding agents applied using a spreader to a vertical or horizontal surface, referred to as the “sag flow test”. This standard also describes a method for the determination of the suitability of injectable structural bon
24、ding agents for application between two surfaces, referred to as the “squeezability test”. 4 Equipment 4.1 Sag flow test 4.1.1 Sag flow board, in steel as depicted in Figure 1. 4.1.2 Temperature-controlled conditioning cabinet, adjustable to within 18C. 4.1.3 Thermometer measuring in degrees Celsius
25、 with 0,18C divisions. 4.1.4 Straightedge. 4.1.5 Timer. 4.1.6 Mould release agent. 4.2 Squeezability test 4.2.1 Wax papers, at least 400 mm square. 4.2.2 Flat steel plate, 6 mm thick and at least 400 mm square. 4.2.3 Means of applying load of 150 N. 4.2.4 Timer. 4.2.5 Rule, graduated in mm. 5 Test p
26、rocedure 5.1 Sag flow test 5.1.1 Conditioning Condition the resin and hardener components of the bonding agent and the sag flow board for at least 4 h at the test temperature of (21 2)8C or an alternative test temperature as required. 5.1.2 Procedure Clean the surface of the sag flow board. Mix the
27、components of the sample in accordance with the manufacturers instructions. With the sag flow board in the horizontal position, spread the sample into each of the required channels, beginning with the shallowest channel. Round the material slightly above the top of the guides for each channel. With
28、a straightedge, strike off the excess flush with the top surface of the guides for each channel, and flush with the lower end of the guides (see Figure 2). After all the required channels have been filled, allow the sag board to remain in a horizontal position for a further 30 s. Then, place the boa
29、rd gently into the vertical position, so that the board rests on the edge marked bottom (see Figure 1). Start the timer. The board shall remain in position throughout the test. All the required channels should be filled within 10 min after the end of mixing. If the open time of the mixture, as measu
30、red by prEN 12189 is less than 15 min, the material should be tested in channels one at a time. At the end of the test (30 min unless otherwise reported), measure in millimetres the distance from the lower end of the guides to the point of maximum flow for each thickness of interest. If the adhesive
31、 reaches the base of the sag flow board, the report should state that the sag was greater than 50 mm. 5.2 Squeezability test 5.2.1 Conditioning Condition the resin and hardener components of the bonding agent as well as the plates for at least 4 h at the test temperature of (21 2)8C or an alternativ
32、e temperature as required. 5.2.2 Procedure Mix the components of the sample in accordance with the manufacturers instructions. 10 min after the completion of mixing, pour 300 cm 3 of bonding agent onto a sheet of wax paper, placed on a hard level surface. The area occupied by the bonding agent shoul
33、d be as small as possible. Place a second piece of wax paper over the poured out bonding agent. A flat plate is placed on top of this second wax paper and a load of 150 N is applied centrally and vertically. The flat plate should be maintained parallel with the level surface. Maintain this load for
34、3 min, then remove the load and steel plate and measure the squeezed out diameter of the bonding agent. If the material squeezes out beyond the test area, the quantity of material should be reduced as appropriate.Page 4 EN 1799:1998 BSI 06-1999 6 Test report 6.1 Sag flow test The report shall includ
35、e the following information for each determination. 6.1.1 Type and identification of the product to be tested. 6.1.2 Temperature of the test environment. 6.1.3 Temperature of the components before mixing. 6.1.4 Volume of the sample mixed at one time. 6.1.5 Method of mixing. 6.1.6 Length of time of t
36、he test. 6.1.7 Mode of application. 6.1.8 Length of sag flow for each thickness at the end of the test. 6.1.9 Thickest section of bonding agent which develops zero sag flow within the time of the test. 6.1.10 Any deviation from this European Standard. 6.2 Squeezability test The report shall include
37、the following information for each determination. 6.2.1 Type and identification of the product to be tested. 6.2.2 Temperature of the test environment. 6.2.3 Temperature of the components before mixing. 6.2.4 Volume of the sample mixed at one time. 6.2.5 Method of mixing. 6.2.6 Length of time of the
38、 test. 6.2.7 Quantity of material poured for the test. 6.2.8 Diameter of the squeezed out bonding agent, in millimetres, at the end of the test. 6.2.9 Any deviation from this European Standard.Page 5 EN 1799:1998 BSI 06-1999 Dimensions in millimetres Figure 1 Sag flow boardPage 6 EN 1799:1998 BSI 06
39、-1999 Channel 5 remains empty Channels 3 and 4 have been completed Channel 2 Straight edge is being used to strike off excess paste in Channel 2 (towards top of board) Channel 1 is ready to be struck off Figure 2 Sag flow board in useblankBS EN 1799:1999 BSI 389 Chiswick High Road London W4 4AL | |
40、| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | BSI British Standards Institution BSI is the indep
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