1、PD CEN/TR 16949:2016 Road restraint system Pedestrian restraint system Pedestrian parapets BSI Standards Publication WB11885_BSI_StandardCovs_2013_AW.indd 1 15/05/2013 15:06PD CEN/TR 16949:2016 PUBLISHED DOCUMENT National foreword This Published Document is the UK implementation of CEN/TR 16949:2016
2、. It supersedes PD CEN/TR 1317-6:2012 which is withdrawn. The UK participation in its preparation was entrusted to Technical Committee B/509/1, Road restraint systems. A list of organizations represented on this committee can be obtained on request to its secretary. This publication does not purport
3、 to include all the necessary provisions of a contract. Users are responsible for its correct application. The British Standards Institution 2016. Published by BSI Standards Limited 2016 ISBN 978 0 580 91967 1 ICS 13.200; 93.080.30 Compliance with a British Standard cannot confer immunity from legal
4、 obligations. This Published Document was published under the authority of the Standards Policy and Strategy Committee on 31 July 2016. Amendments issued since publication Date T e x t a f f e c t e dPD CEN/TR 16949:2016TECHNICAL REPORT RAPPORT TECHNIQUE TECHNISCHER BERICHT CEN/TR 16949 June 2016 IC
5、S 13.200; 93.080.30 Supersedes CEN/TR 1317-6:2012 English Version Road restraint system - Pedestrian restraint system - Pedestrian parapets Dispositifs de retenue routiers - Dispositifs de retenue pour pitons - Garde-corps Rckhaltesysteme an Straen - Fugngerrckhaltesysteme - Brckengelnder This Techn
6、ical Report was approved by CEN on 2 March 2016. It has been drawn up by the Technical Committee CEN/TC 226. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany
7、, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NO
8、RMUNG CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels 2016 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. CEN/TR 16949:2016 EPD CEN/TR 16949:2016 CEN/TR 16949:2016 (E) 2 Contents Page European foreword . 5 Introducti
9、on 6 1 Scope 7 2 Normative references 7 3 Terms, definitions, symbols and abbreviations . 7 4 Requirements 11 5 Performance verification methods 22 6 Manufacturing assembly and tolerances . 24 7 Characteristic aspects of pedestrian parapets 25 8 Labelling and marking . 25 Annex A (informative) Parti
10、al factors (), action combinations and combination factors () 28 A.1 Introduction . 28 A.2 Partial factors for actions 28 A.3 Combinations of actions for ULS . 28 A.3.1 General . 28 A.3.2 Permanent action, traffic and wind . 29 A.3.2.1 General approach . 29 A.3.2.1.1 Self weight, horizontally distri
11、buted traffic load and wind 29 A.3.2.1.2 Self weight, concentrated horizontal traffic load and wind action 29 A.3.2.1.3 Self weight, vertically distributed traffic load and wind action 29 A.3.2.1.4 Self weight, concentrated vertical traffic load and wind action 29 A.3.2.2 Simplified envelope approac
12、h . 29 A.3.3 Permanent action and snow . 30 A.3.4 Loads on infill 30 A.3.5 Accidental situation, permanent actions, horizontal traffic, loads and accidental action 30 A.4 Combinations of actions for SLS 30 A.4.1 General . 30 A.4.2 Traffic and wind 31 A.4.3 Traffic and wind frequent combination . 31
13、Annex B (informative) Dynamic impact tests . 32 B.1 Introduction . 32 B.2 Scope . 32 PD CEN/TR 16949:2016 CEN/TR 16949:2016 (E) 3 B.3 Normative references . 32 B.4 Terms and definitions . 32 B.5 Test methods 32 B.5.1 Principles . 32 B.5.2 Apparatus and materials . 32 B.5.2.1 Soft body 32 B.5.2.2 Har
14、d body 33 B.5.2.3 Small hard body. 33 B.5.3 Preparation of test specimens . 34 B.5.3.1 Dimensions . 34 B.5.3.2 Control of samples 34 B.5.3.3 Installation of samples on the test frame . 34 B.5.3.3.1 General points . 34 B.5.3.3.2 For soft body test 34 B.5.3.3.3 Hard body test rig . 36 B.5.4 Test proce
15、dures 37 B.5.4.1 Testing conditions 37 B.5.4.2 Test procedures for soft body 37 B.5.4.3 Test procedures for hard body 37 B.6 Expression of results . 37 B.7 Test report 37 Annex C (informative) Static tests . 38 C.1 Introduction 38 C.2 Technical description for testing 38 C.3 Test specimens 38 C.4 Po
16、sition of the test specimen 38 C.5 Loading . 38 C.5.1 General . 38 C.5.2 Determination of the test loads F T 38 C.6 Static test at serviceability level 39 C.6.1 Test procedure 39 C.6.2 Acceptance criteria 39 C.7 Static test at ultimate state level . 39 C.7.1 Test procedure 39 C.7.2 Acceptance criter
17、ia 40 C.8 Test requirements 40 PD CEN/TR 16949:2016 CEN/TR 16949:2016 (E) 4 C.8.1 Number of tests . 40 C.8.2 Load application . 40 C.8.3 Test rig frame 40 C.8.4 Test records . 40 C.8.5 Interpretation of test results . 41 C.8.6 Test report 41 Annex D (informative) Test report . 42 Annex E (informativ
18、e) Diagrams of constituent parts of a pedestrian parapet . 43 Annex F (informative) Testing under the factory production control . 45 Annex G (informative) Method for ensuring a smooth finish . 46 G.1 Introduction . 46 G.2 Equipment details 46 G.3 Test procedure 46 Bibliography . 49 PD CEN/TR 16949:
19、2016 CEN/TR 16949:2016 (E) 5 European foreword This document (CEN/TR 16949:2016) has been prepared by Technical Committee CEN/TC 226 “Road equipement”, the secretariat of which is held by AFNOR. Attention is drawn to the possibility that some of the elements of this document may be the subject of pa
20、tent rights. CEN shall not be held responsible for identifying any or all such patent rights. This document supersedes CEN/TR 1317-6:2012. CEN/TR 16949:2016 includes editorial changes with respect to CEN/TR 1317-6:2012 for correcting mistakes which could lead to an incorrect or unsafe application of
21、 the document. PD CEN/TR 16949:2016 CEN/TR 16949:2016 (E) 6 Introduction The safety considerations of pedestrians using road bridges, footbridges and similar elevated structures require the installation of special road restraint systems, so called pedestrian restraint systems or pedestrian parapets.
22、 Pedestrian parapets are used to prevent people from falling off a bridge or other type of elevated structure. Aspects included in the Technical Report are: a) safety in use for pedestrians and other highway users (excluding motor vehicles); b) the safety considerations of pedestrians using road bri
23、dges and footbridges and similar structures; c) analysis and test methods; d) durability; e) labelling and marking. PD CEN/TR 16949:2016 CEN/TR 16949:2016 (E) 7 1 Scope This Technical Report specifies geometrical and technical requirements for the design and manufacture for pedestrian parapets on ro
24、ad bridges, on footbridges, on top of retaining walls and on similar elevated structures. This Technical Report also specifies test methods and provision for the labelling and marking of these products. This Technical Report does not cover: vehicle restraint systems; pedestrian restraint systems in
25、residential, commercial or industrial buildings and within their perimeter; non-rigid rails i.e. rope, cables. This Technical Report may be used for pedestrian parapets on structures which cross over railways, rivers and canals. 2 Normative references The following documents, in whole or in part, ar
26、e normatively referenced in this document and are indispensable for its application. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 1317-1:2010, Road restraint systems - Part 1: Termin
27、ology and general criteria for test methods EN 1990:2002, Eurocode - Basis of structural design EN 10204, Metallic products - Types of inspection documents EN 12767, Passive safety of support structures for road equipment - Requirements, classification and test methods 3 Terms, definitions, symbols
28、and abbreviations 3.1 Terms and definitions For the purposes of this document, the terms and definitions given in EN 1317-1:2010 and the following apply. PD CEN/TR 16949:2016 CEN/TR 16949:2016 (E) 8 NOTE 1 See Figure 1: Key H o Pedestrian parapet height (m) above the walking surface (ground level) H
29、 p (Manufactured) pedestrian parapet height (m) above the plinth (fixing level) 1 pedestrian walking surface 2 plinth (concrete, steel, or other material) 3 manufactured pedestrian parapet covered by this Technical Report (manufactured product in steel, aluminium, wood, or other material which is ca
30、pable of meeting the requirements of this Technical Report) Figure 1 Pedestrian parapet NOTE 2 See informative Annex E for examples of parapets, Figure E.1 and E.2. 3.1.1 base-plate plate attached to the base of a pedestrian parapet post, which is used to fix the pedestrian parapet to the structure
31、3.1.2 design working life period of time in which the product or component is required to maintain the declared performance characteristics and will not require repair or withdrawal from service under normal maintenance and intended use conditions 3.1.3 handrail rigid rail attached to or part of a p
32、edestrian parapet to assist and guide pedestrians Note 1 to entry: The top rail may also function as the handrail. PD CEN/TR 16949:2016 CEN/TR 16949:2016 (E) 9 3.1.4 infilling material that is fixed to posts and/or rails of a pedestrian parapet in order to reduce the size of openings (voids) 3.1.5 k
33、icking plate continuous upstand which can be attached to the bottom of the pedestrian parapet 3.1.6 overall working height H O total working height (regulatory height) of the pedestrian parapet above the pedestrian walking surface Note 1 to entry: See Figure 1. 3.1.7 panel section of a pedestrian pa
34、rapet bounded by two posts Note 1 to entry: The panel includes any surrounding posts and rails. 3.1.8 pedestrian parapet pedestrian or other users restraint system along or on top of a bridge, retaining wall or similar structure which is not intended to act as a road vehicle restraint system 3.1.9 p
35、edestrian restraint system product designed to meet the requirements of this Technical Report 3.1.10 plinth continuous upstand which supports the posts of the pedestrian parapet and which is part of the main structure to which it is attached 3.1.11 post vertical or inclined member of a pedestrian pa
36、rapet which withstands both horizontal and vertical forces and transmits these forces to the supporting structure 3.1.12 product height H p overall height of the manufactured product including base-plate if provided Note 1 to entry: See Figure 1. 3.1.13 rail member of a pedestrian parapet that trans
37、mits vertical and horizontal forces to the posts Note 1 to entry: Top and other rails are included. PD CEN/TR 16949:2016 CEN/TR 16949:2016 (E) 10 3.1.14 spaces, gaps and voids space formed by the surrounding infilling of posts and rails 3.1.15 traffic loads non-vehicular loads caused by pedestrians
38、and other highway users e.g. cyclists and equestrians 3.2 Symbols and abbreviations For the purposes of this document, the following symbols and abbreviations apply: 3.2.1 Latin upper case letters A d Design value of an accidental action C d Limiting design value of the relevant serviceability crite
39、rion D s Declared dimension(s) of spaces and voids D b Diameter of spherical object which defines the dimensions of the spaces and voids E Energy E d Design value of effect of actions F d Design value of an action (load) F dc Design value of connection to main structure F hk Characteristic horizonta
40、l point load caused by traffic F pdn Design load perpendicular on the infill F T Test load F T,S Test load at serviceability level F T,U Test load at ultimate level F w Resultant Wind force G k Characteristic value of a permanent action H O Overall height in metres of the pedestrian parapet above th
41、e pedestrian walking surface H P The vertical height of the manufactured pedestrian parapet Q hk Characteristic value of the concentrated horizontal traffic loads Q vk Characteristic value of the concentrated vertical traffic loads R d Design resistance R k Characteristic resistance R T Resistance d
42、erived from testing S Slope of load/deformation curve S n,dyn Load from snow removal machinery S n Snow load SLS Serviceability Limit State ULS Ultimate Limit State PD CEN/TR 16949:2016 CEN/TR 16949:2016 (E) 11 3.2.2 Latin lower case letters b Width of footway q hk Characteristic value of the unifor
43、mly distributed horizontal traffic loads (line load or patch load)-top rail q hki Characteristic value of the uniformly distributed horizontal traffic loads (line load or patch load)-other rails q vk Characteristic value of the uniformly distributed vertical traffic loads (line load or patch load) 3
44、.2.3 Greek lower case letters Test resistance reduction factor (and include bag angle B.5.3.3.2) Partial factor A Partial factor for accidental actions Gs Partial factor for permanent actions (e.g. self weight permanent actions) M Partial factor for a material property Q Partial factor for variable
45、actions (traffic loads, wind loads, snow loads) h Horizontal deformation or deflection Combination factor 0 Factor for the combination value of a variable action 1 Factor for the frequent value of a variable action 4 Requirements 4.1 General Pedestrian parapets should be designed and/or tested and s
46、hould conform to the requirements of this Technical Report. Where a vehicle restraint system is required to also function as a pedestrian parapet, the requirements of EN 13175 should be met. Figures in Annex E illustrate the constituent parts of a pedestrian parapet. Manufacturers may provide other
47、design types which are not shown in Annex E provided they comply with the requirements of this Technical Report. 4.2 Construction 4.2.1 Assembly Design, drawing, installation and maintenance instructions should be provided describing the measures that have to be taken in order to achieve the followi
48、ng performances where they form part of the pedestrian parapet: a) a continuous flowing alignment; b) smooth surfaces; c) the absence of sharp edges that could cause injury to users; PD CEN/TR 16949:2016 CEN/TR 16949:2016 (E) 12 d) the provision for expansion, contraction and movement of the main st
49、ructure (e.g. under traffic loads and temperature effects) so that these do not endanger the performance or flowing alignment; e) the avoidance of corrosion pockets; f) the provision for adequate drainage in hollow sections and channels; g) the compatibility between component parts so that there is avoidance of electrolytic action; h) that fixings and fittings cannot be loosened without using tools; i) to demonstrate the ease of assembly at site location, the ease of maintenance and repair including the replacement of parts; j) finish and sur
