1、BS EN 14504:2016Inland navigation vessels Floating landing stages andfloating equipment on inlandwaters Requirements, testsBSI Standards PublicationWB11885_BSI_StandardCovs_2013_AW.indd 1 15/05/2013 15:06BS EN 14504:2016 BRITISH STANDARDNational forewordThis British Standard is the UK implementation
2、 of EN 14504:2016. It supersedes BS EN 14504:2009 which is withdrawn.The UK participation in its preparation was entrusted to Technical Committee SME/32, Ships and marine technology - Steering committee.A list of organizations represented on this committee can be obtained on request to its secretary
3、.This publication does not purport 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 2016ISBN 978 0 580 89109 0 ICS 47.060; 93.140 Compliance with a British Standard cann
4、ot confer immunity from legal obligations.This British Standard was published under the authority of the Standards Policy and Strategy Committee on 31 July 2016.Amendments/corrigenda issued since publicationDate T e x t a f f e c t e dBS EN 14504:2016EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM
5、 EN 14504 July 2016 ICS 93.140 Supersedes EN 14504:2009English Version Inland navigation vessels - Floating landing stages and floating equipment on inland waters - Requirements, testsBateaux de navigation intrieure - Embarcadres flottants et passerelles flottantes sur des eaux intrieures - Exigence
6、s, essais Fahrzeuge der Binnenschifffahrt - Schwimmende Anlegestellen und schwimmende Anlagen auf Binnengewssern - Anforderungen, Prfungen This European Standard was approved by CEN on 25 March 2016. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the condit
7、ions 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 CEN-CENELEC Management Centre or to any CEN member. This European Standard exists
8、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 CEN-CENELEC Management Centre has the same status as the official versions. CEN members are the national standa
9、rds bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slov
10、enia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels 2016 CEN All rights of exploitation in any form and by any means reserved
11、 worldwide for CEN national Members. Ref. No. EN 14504:2016 EBS EN 14504:2016EN 14504:2016 (E) 2 Contents Page European Foreword 4 1 Scope 5 2 Normative references 5 3 Terms and definitions . 6 4 General requirements . 7 4.1 Components 7 4.2 Strength 7 4.3 Buoyancy and stability 7 4.3.1 General 7 4.
12、3.2 Intact stability 7 4.3.3 Damaged stability . 8 4.4 Anchorages for floating structures . 8 4.5 Structural requirements . 8 4.5.1 General 8 4.5.2 Freeboard. 9 4.5.3 Floating bodies . 9 4.5.4 Materials for filled buoyancy bodies 9 5 Equipment . 9 5.1 Railings, barrier . 9 5.2 Life-saving equipment
13、. 9 5.3 Device for mooring vessels . 10 5.4 Lighting 10 5.5 Electrical equipment . 10 5.6 Storage spaces . 10 6 Walkways 10 6.1 General . 10 6.2 Connecting bridge 10 7 Testing 11 7.1 General . 11 7.2 Strength . 11 7.3 Stability 11 7.3.1 Intact stability . 11 7.3.2 Damaged stability 11 8 Marking 11 8
14、.1 Maximum draught 11 8.2 Manufacturers mark 11 9 Instructions for use . 11 Annex A (normative) Design situations for floating structures on inland waters 12 A.1 General . 12 A.2 Design situations for floating landing stages and floating landing bridges 12 BS EN 14504:2016EN 14504:2016 (E) 3 A.3 Des
15、ign situations for floating jetties 13 A.4 Effect on floating constructions . 14 A.5 Permanent actions . 15 A.6 Live load . 15 A.7 Hydrodynamic actions 17 A.8 Vessel berthing impact . 19 A.8.1 General . 19 A.8.2 Vessel berthing impact according to Figure A.3 19 A.8.3 Vessel berthing impact according
16、 to Figure A.4 20 A.8.4 Vessel berthing impact according to Figure A.5 23 A.8.5 Vessel berthing impact according to Figure A.6 24 A.9 Vessel static pull of the moored vessel . 25 A.10 Vessel friction 26 A.11 Wind load . 26 A.12 Special loads . 27 References . 28 Figures Figure A.1 Actions on floatin
17、g landing stages 15 Figure A.2 Hydrodynamic action on floating constructions . 17 Figure A.3 Springing by means of explicit spring elements . 20 Figure A.4 Springing by immersion of floating body . 23 Figure A.5 Rigid floating body - shore connection . 24 Figure A.6 Springing through inclination of
18、slideway and connecting bridge 25 Tables Table A.1 Combination matrix and partial safety coefficients F for floating landing stages and floating landing bridges . 13 Table A.2 Combination matrix and partial safety coefficients Ffor floating jetties . 14 Table A.3 Factor k1 as a function of the width
19、-draught ratio B/T 22 Table A.4 Factor k2 as a function of the draught-water depth ratio T/h 22 Table A.5 Standard berthing velocity v0as a function of the vessel mass mS22 Table A.6 Factors b1and b2for determining the berthing velocity v 22 BS EN 14504:2016EN 14504:2016 (E) 4 European Foreword This
20、 document (EN 14504:2016) has been prepared by Technical Committee CEN/TC 15 “Inland navigation vessels”, 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 J
21、anuary 2017, and conflicting national standards shall be withdrawn at the latest by January 2017. 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 pat
22、ent rights. This document supersedes EN 14504:2009. The following changes have been made to EN 14504:2009: a) Title changed; b) Floating civil engineering works subdivided into floating landing stages according to function; c) Adaptation of technical requirements to take into consideration the mater
23、ials used to make floating civil engineering works; d) Adaptation of the design situations to take into consideration the function of floating civil engineering works; e) Incorporation of metacentre commonly used in shipbuilding as a criteria for assessing floating stability; f) Text and drawings ha
24、ve been revised. According to the CEN-CENELEC Internal Regulations, the national standards organisations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Maced
25、onia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. BS EN 14504:2016EN 14504:2016 (E) 5 1 Scope This European Standard spe
26、cifies safety requirements for floating landing stages and floating systems for passenger transport and their equipment. Requirements relating to supplies to disposals of berthing vessels are not governed by this Standard. It is not applicable to: floating landing stages for motor vehicle traffic; f
27、loating landing stages for recreational craft and for vehicles of inland navigation vessels which are not berthing vessels, e.g. floating equipment; more severe requirements for floating landing stages used for the transhipment of dangerous goods; any landing stages required between vessel and float
28、ing landing stage; specialised floating structures which are not used for passenger traffic or the berthing of vessels. 2 Normative references The following documents, which are cited either partially or wholly in this document, are required for the application of this document. For dated references
29、, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 711, Inland navigation vessels Railings for decks and side decks Requirements, designs and types EN 790, Inland navigation vessels Stairs with inclination an
30、gles of 45 to 60 Requirements, types EN 1492-4, Textile slings Safety Part 4: Lifting slings for general service made from natural and man-made fibre ropes EN 13056, Inland navigation vessels Stairs with inclination angles of 30 to 3 cw= 2,0 cw= 1,5 cw= 1,0 cw= 1,0 wThe density of the water = 1 tonn
31、e per cubic metre (t/m3); vwThe maximum flow velocity, in meters per second (m/s), of the water around the floating construction (as specified by the local authority); AqThe cross-sectional area of the floating body, taken from the product of the projected length and depth, in square metres (m2). If
32、 parts of the connecting bridge also are submerged in flowing water when there are extreme water levels, an additional resistance force with the coefficient cw = 2,0 shall be calculated for the submerged cross-section. If the direction of flow does not solely act on the broadside of the floating bod
33、y, the force components relative to the width and length of the floating body according to Figure A.2 shall be calculated as follows: Wh1,B= Wh1 cos 2(A.3) Wh1,L= Wh1 sin 2(A.4) If significant wave action is expected, the effect of waves shall be calculated as follows: Wh2= 2 kN/m lh2(A.5) Wh2,B= Wh
34、2 cos 2(A.6) Wh2,L= Wh2 sin 2(A.7) The linear load of 2 kN/m shall be adjusted if a more accurate determination of the wave forces results in different values. The resulting force components of the hydrodynamic action of the flow and waves relative to the length and width of the floating body are de
35、rived from the following sums: Wh,B= Wh1,B+ Wh2,B(A.8) Wh,L= Wh1,L+ Wh2,L(A.9) The resulting load from the effect of the flow and waves shall be calculated as follows: BS EN 14504:2016EN 14504:2016 (E) 19 22h h,B h,LW WW= + (A.10) The direction of action of the resulting forces shall be calculated a
36、s follows: h,LhhsinWW = (A.11) Where: hThe angle between the longitudinal axis of the floating body and line of action of the resulting forces Wh in degrees (). A.8 Vessel berthing impact A.8.1 General The impact load of the floating landing stage/floating landing bridge shall be determined as a fun
37、ction of the mass of the largest berthing vessel, its berthing velocity and the spring properties of the floating landing stage/floating landing bridge. The impact force is the force component of the berthing impact acting at right angles on the floating body of the floating landing stage/floating l
38、anding bridge. The force component acting in the longitudinal direction of the floating landing stage/floating landing bridge is transmitted to the floating landing stage/floating landing bridge by friction forces and the vessel static pull. The vessel berthing impact F is calculated differently acc
39、ording to the spring systems provided, and the impact force shall be calculated only for one system in the event of a simultaneous effect of several systems. Mooring equipment is not shown in Figures A.3 to A.6. A.8.2 Vessel berthing impact according to Figure A.3 If there are explicit spring elemen
40、ts (compression springs in the mounting of the connecting bridge, fenders on the floating body) as shown in Figure A.3, the vessel berthing impact F is calculated as follows: 2mFf= or (A.12) F mc= (A.13) Ffc= (A.14) Where: F is the vessel berthing impact, in kilonewtons (kN); f is the spring travel,
41、 in metres (m); m is the mass, in tonnes (t), m = mS+ mH; (A.15) BS EN 14504:2016EN 14504:2016 (E) 20 mSis the mass of the vessel, in tonnes (t); mHis the hydrodynamic mass, in tonnes (t), with k1and k2according to Table A.3 and Table A.4: mH= mS k1 k2; (A.16) v is the berthing velocity, in metres p
42、er second (m/s); c is the linear spring constant of the springing, in kilonewtons per metre (kN/m). Key F vessel berthing impact, according to equation (A.12) or (A.13) f spring travel, according to equation (A.14) Figure A.3 Springing by means of explicit spring elements A.8.3 Vessel berthing impac
43、t according to Figure A.4 If there are fixed shore-side and floating-body-side bearings for the connecting bridge, the connecting bridge shall be inclined and springing of the floating landing stage/floating landing bridge operates exclusively by deeper immersion of the floating body (see Figure A.3
44、). The vessel berthing impact F is calculated as follows: cosw= gAmF (A.17) Where: F is the vessel berthing impact, in kilonewtons (kN); m is the mass, in tonnes (t): m = mS+ mH; (A.15) mSis the mass of the vessel, in tonnes (t); mHis the hydrodynamic mass, in tonnes (t), with k1and k2according to T
45、able A.3 and Table A.4: mH= mS k1 k2; (A.16) h is the minimum depth of water at the floating landing stage, in metres (m); BS EN 14504:2016EN 14504:2016 (E) 21 B is the maximum width of the vessel body, in metres (m); T is the draught of the vessel, in metres (m); A is the area of the vessel body at
46、 the water level, in square metres (m2); is the inclination angle of the connecting bridge compared to the horizontal plane clockwise, in degrees (); wis the density of the water = 1 tonne per cubic metre (t/m3); g is the acceleration due to gravity = 9,81 metres per second per second (m/s2); v is t
47、he berthing velocity, in metres per second (m/s), taking into account local conditions by means of factors b1and b2as shown in Table A.6: v = v0 b1 b2; (A.18) v0is the standard berthing velocity, in metres per second (m/s), at right angles to the longitudinal side of the floating body with the float
48、ing landing stage/floating landing bridge in an unprotected position, under unfavourable approach conditions, still waters and vessel without bow rudder as a function of the mass of the vessel according to Table A.5. By selecting the spring travel f, the vessel berthing impact F and the spring const
49、ant required for it c can be determined. 22b bbcos ( sin )fL L L T= + (A.19) Where: f is the spring travel, in metres (m); Lbis the length of the connecting bridge, in metres (m); is the inclination angle of the connecting bridge compared to the horizontal plane clockwise, in degrees (); T is the difference in floating body immersion, in metres (m): WmTAg=(A.20) Where: v is the berthing velocity, in metres per second (m/s); m is the mass, in tonnes (t): m
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