1、| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | BRITISH STANDARD BS EN 1337-11 : 1998 The
2、European Standard EN 1337-11 : 1997 has the status of a British Standard ICS 91.010.30 NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAW Structural bearings Part 11. Transport, storage and installationThis British Standard, having been prepared under the direction of the Sector
3、Board for Building and Civil Engineering, was published under the authority of the Standards Board and comes into effect on 15 March 1998 BSI 1998 ISBN 0 580 29427 7 BS EN 1337-11 : 1998 Amendments issued since publication Amd. No. Date Text affected National foreword This British Standard is the En
4、glish language version of EN 1337-11 : 1998 published by the European Committee for Standardization (CEN). The UK participation in its preparation was entrusted to Technical Committee B/522, Structural bearings, which has the responsibility to: aid enquirers to understand the text; present to the re
5、sponsible European committee any enquiries on the interpretation, or proposals for change, and keep the UK interests informed; monitor related international and European developments and promulgate them in the UK. A list of organizations represented on this committee can be obtained on request to it
6、s 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 the section entitled International Standards Correspondence Index, or by using the Find facility of the BSI Standa
7、rds Electronic Catalogue. Additional information Contrary to the advice given in paragraph 4 of the European foreword, this Part will come into effect before Parts 1 and 2. Compliance with a British Standard does not of itself confer immunity from legal obligations. Summary of pages This document co
8、mprises a front cover, an inside front cover, the EN title page, pages 1 to 11, and a back cover.CEN European Committee for Standardization Comite Europe en de Normalisation Europa isches Komitee fu r Normung Central Secretariat: rue de Stassart 36, B-1050 Brussels 1997 CEN All rights of exploitatio
9、n in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 1337-11 : 1997 E EUROPEAN STANDARD EN 1337-11 NORME EUROPE ENNE EUROPA ISCHE NORM November 1997 ICS 91.010.30 Descriptors: Civil engineering, bearing devices, specifications, transportation, storage, implementati
10、on, assembling, setting-up conditions English version Structural bearings Part 11: Transport, storage and installation Appareils dappui structuraux Partie 11: Transport, entreposage interme diaire, et montage Lager in Bauwesen Teil 11: Transport, Zwischenlagerung und Einbau This European Standard wa
11、s approved by CEN on 24 October 1997. CEN members are bound to comply with the CEN/CENELEC Internal Regulations 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 n
12、ational standards may be obtained on application to the Central Secretariat or to any CEN member. This European 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
13、 notified to the Central Secretariat has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, Netherlands, Norway, Portugal, Spain, Sweden, Switzerl
14、and and United Kingdom.Page 2 EN 1337-11 : 1997 BSI 1998 Foreword This European Standard has been prepared by Working Group 1 of Technical Committee CEN/TC 167, Structural bearings, the secretariat of which is held by UNI. This European Standard EN 1337 Structural bearings consists of the following
15、11 Parts: Part 1: General design rules Part 2: Sliding elements Part 3: Elastomeric bearings Part 4: Roller bearings Part 5: Pot bearings Part 6: Rocker bearings Part 7: Spherical and cylindrical PTFE bearings Part 8: Guided bearings and restrained bearings Part 9: Protection Part 10: Inspection and
16、 maintenance Part 11: Transport, storage and installation This Part 11: Transport, storage and installation includes annex A (informative) and annex B (informative). Further to CEN/TC 167s decision, Part 1 and Part 2 form a package of standards and they come into force together, while the other Part
17、s come into force separately after the publication of Part 1 and Part 2. 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 May 1998, and conflicting national standards shall be withdrawn at the late
18、st by May 1998. 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, Finland, France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, Netherla
19、nds, Norway, Portugal, Spain, Sweden, Switzerland and the United Kingdom. Contents Page Foreword 2 1 Scope 3 2 Normative references 3 3 General requirements 3 4 Bearing installation drawing 3 5 Inspection after delivery 3 6 Installation 3 7 Records 5 8 Final finish 5 9 Attestation of conformity 5 An
20、nexes A (informative) Explanatory remarks 6 B (informative) Specimen bearing schedule 7Page 3 EN 1337-11 : 1997 BSI 1998 1 Scope This standard is applicable to the transport, storage and installation of bearings used in the construction of bridges or of structures requiring comparable bearing system
21、s. 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 listed hereafter. For dated references, subsequent amendments to or rev
22、isions 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. ENV 206 Concrete Performance, production, placing and compliance criteria prEN 1337-1:1993 Stru
23、ctural bearings Part 1: General design rules prEN 1337-2 Structural bearings Part 2: Sliding elements EN 1337-9 Structural bearings Part 9: Protection prEN 1337-3 Structural bearings Part 3: Elastomeric bearings 3 General requirements Packaging of bearings shall be such that damages during transport
24、 will not occur. Handling and installation of bearings shall only be carried out by qualified personnel whose knowledge and qualifications shall be proved. Bearings shall be handled with care and protected from damage and contamination. If unsuitable for lifting by hand, permanent or temporary attac
25、hments shall be provided to facilitate handling by mechanical means. The bearing installation drawing, specified in clause 4 of this standard, shall be available on site. Unloading of bearings from transport shall be done by means of cranes and elevators which carry the bearings by the lifting devic
26、es provided (elements with loops). Chain blocks with hooks shall be used when lifting bearings by crane or pulley (bridges constructed by incremental launching). If bearings are not installled in the structure immediately after delivery they shall be stored by the user on an appropriate substrate, e
27、.g. on planks, being provided with a protective cover and ventilated from underneath. The interim storage shall be such that the bearings will not be polluted or damaged by exposure to weather (heat, rain, snow or hail) nor by contaminants or other deleterious effects such as ongoing work on site or
28、 traffic on site. 4 Bearing installation drawing A bearing installation drawing showing all the data required for the installation (such as dimensions, levels, inclinations, lateral and longitudinal position, tolerances, qualities of the construction material in the bearing joint, pre-setting of the
29、 bearing as a function of temperature of the structure) shall be prepared. The bearing installation drawing may be combined with the drawing of the bearing system to form a single design document. 5 Inspection after delivery At site, prior to installation, the condition of the bearings shall be insp
30、ected and reported. Special attention shall be given to the following points: a) visible damage, particularly to the corrosion protection (see EN 1337-9). The nature and extent of any damage shall be indicated together with details of any permissible remedial action on the bearing installation drawi
31、ng; b) cleanliness; c) security of the temporary clamping devices; d) conformance to the installation and working drawings if this has not already been established by way of quality control or acceptance inspection; e) marking on the top surface of the bearing and on the type plate as well as markin
32、g of x- and y-axis and, if necessary, of presetting on the faces of upper and bottom part of the bearing, in addition identification of measuring points at rotating gap and eventually sliding gap; f) position of all means used to ensure the exact positioning and installation of the bearings, where s
33、pecified; g) indicating device required for movable bearings in main direction of movement, where required; h) the magnitude and direction of presetting, if specified; i) possibility of readjustment, if provided; j) temporary storage on site (see clause 3). 6 Installation 6.1 General Alterations sha
34、ll only be made to the as-delivered condition of the bearings where specific instructions to do so are given on the installation drawing. Any alterations shall only be carried out by suitably qualified persons in accordance with paragraph 2 of clause 3. If required, the first bearing of a given type
35、 (as agreed between the parties involved) shall be installed in the presence of a qualified agent of the manufacturer. Bearings shall be installed in accordance with the installation drawing in all respects in accordance with the marking on the top surface of the bearing.Page 4 EN 1337-11 : 1997 BSI
36、 1998 1) Including resin mortar. The approximate temperature prevailing in the structure and, in special cases, the variations in temperature at different points in the structure, shall be established and used when necessary to determine any presetting (see annex A). The same considerations apply to
37、 temporary changes in the setting or fixing of the bearings. The setting of the bearings shall be checked after they have become operative. 6.2 Placing of bearings Generally bearings shall be installed on an intermediate bed of mortar which serves as a levelling course. Only elastomeric bearings wit
38、hout outer steel plates may be placed directly on the supporting surface which shall be clean, dry, smooth and level within the tolerances given prEN 1337-3. Where specified, levelling screws shall be used to adjust the position of the bearing. As an alternative, wedges or other suitable devices may
39、 be used. Under no circumstances are rigid areas permitted to be produced underneath the bearing. This can be avoided by removing the temporary supports as soon as the mortar has achieved its required resistance. Alternatively a temporary support consisting of compressive material may be used. Accou
40、nt must be taken in this case of the fact that, due to its incompressibility, elastomeric material will not be suitable for this purpose if it cannot expand laterally. The bearing may: a) be placed on a cambered bed of stiffly plastic mortar in such a way that excess mortar can be squeezed out on al
41、l sides; or b) be bedded by pouring or grouting, using free flowing mortar; care shall be taken for an appropriate ventilation. Bearings with headed studs shall generally be installed using pouring or grouting technics; or c) be bedded such that mortar can be packed underneath. This method is only r
42、ecommended for use where the smaller side length is less than 500 mm. The mortar shall be low shrinkage. If other materials are used their suitability shall be proved. Irrespective of the method used, the bearing shall be supported over its whole area. 6.3 Mounting of superstructure or structural co
43、mponent on the bearing Structural components of in-situ concrete are generally formed directly on the bearing subsequent to its installation. The surface of the bearing and the structural component shall be in direct contact and have no separating layer. Care shall be taken to keep the bearing clean
44、, to avoid damage by wet concrete and to ensured that it can be replaced without difficulty. In the case of precast concrete or steel members, appropriate measures shall be taken to ensure their uniform contact with the bearing. Attachment by welding shall only be permitted in exceptional cases. Any
45、 such welding shall only be carried out by suitably qualified persons in accordance with clause 3. Measures shall be taken to prevent damage by heat to sensitive items such as plastic parts. The corrosion protection system shall be reinstated after welding, where necessary. 6.4 Height correction Sho
46、uld height correction prove necessary, it shall be effected by grouting or packing with fine-grained mortar or similar materials. Height correction with the aid of additional metal plates is only permitted if metal to metal surfaces are machined and if it can be ensured they remain flat until their
47、installation is completed. Consideration shall also be given to the corrosion protection required for the plates. Height correction shall only be carried out by suitably qualified persons in accordance with clause 3. 6.5 Installation tolerances If any installation tolerances as given in other Parts
48、of this European standard are exceeded the structural implications of the error shall be calculated and appropriate action agreed upon. 6.6 Mortar joints 1) The thickness of non-reinforced mortar joints between the bearing and the plinth shall not exceed 50 mm or 0,13 + 15 mm, in millimetres surface
49、 contact area perimeter of contact area whichever is smaller. Furthermore, the thickness shall not be less than three times the maximum aggregate size.Page 5 EN 1337-11 : 1997 BSI 1998 The suitability of the mortar used and the method of placing shall be verified by testing in accordance with the relevant specifications. In the case of cement mortar or cement grout the plinth concrete surface shall be saturated with water prior to installation in order to prevent dehydration. Immediately before the mortar is poured any water remaining on th
