1、September 2016 English price group 14No part of this translation 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 93.140!%3f“2561667www.din.deDI
2、N EN 14504Inland navigation vessels Floating landing stages and floating equipment on inland waters Requirements, tests;English version EN 14504:2016,English translation of DIN EN 14504:2016-09Fahrzeuge der Binnenschifffahrt Schwimmende Anlegestellen und schwimmende Anlagen auf Binnengewssern Anford
3、erungen, Prfungen;Englische Fassung EN 14504:2016,Englische bersetzung von DIN EN 14504:2016-09Bateaux de navigation intrieure Embarcadres flottants et passerelles flottantes sur des eaux intrieures Exigences, essais;Version anglaise EN 14504:2016,Traduction anglaise de DIN EN 14504:2016-09Supersede
4、sDIN EN 14504:200904www.beuth.deDocument comprises 30 pagesDTranslation by DIN-Sprachendienst.In case of doubt, the German-language original shall be considered authoritative.09.16 DIN EN 14504:2016-09 2 A comma is used as the decimal marker. National foreword This document (EN ISO 14504:2016) has b
5、een prepared by Technical Committee CEN/TC 15 “Inland navigation vessels” (Secretariat: DIN, Germany). The responsible German body involved in its preparation was DIN-Normenstelle Schiffs- und Meerestechnik (DIN Standards Committee Shipbuilding and Marine Technology), Working Committee NA 132-07-01
6、AA FA Binnenschifffahrt, Wasserfahrzeuge, Hafenanlagen (BWH) und NA 132-07 FB. The European Standards referred to in this document have been published as DIN EN or DIN EN ISO Standards with the same number. The DIN Standard corresponding to the International Standard referred to in this document is
7、as follows: ISO 18421 DIN ISO 18421 Amendments This standard differs from DIN EN 14505:2009-04 as follows: a) the title of the standard has been modified; b) floating civil engineering works have been subdivided into floating landing stages and floating systems according to function; c) the technica
8、l requirements have been adapted taking into account the materials used to make floating civil engineering works; d) the design situations have been adapted taking into account the function of floating civil engineering works; e) the metacentre commonly used in shipbuilding as a criterion for assess
9、ing floating stability has been incorporated; f) text and drawings have been revised. Previous editions DIN EN 14504: 2004-05, 2009-04 National Annex NA (informative) Bibliography DIN ISO 18421, Ships and marine technology Inland navigation vessels Lifebuoy housings EUROPEAN STANDARD NORME EUROPENNE
10、 EUROPISCHE NORM 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 intri
11、eures - Exigences, 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 stip
12、ulate 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 CEN-CENELEC Management Centre or to any CEN member. This European
13、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 CEN-CENELEC Management Centre has the same status as the official versions. CEN members are the
14、 national standards 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
15、, Slovakia, Slovenia, 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 an
16、y means reserved worldwide for CEN national Members. Ref. No. EN 14504:2016 EEN 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.
17、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
18、. 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
19、.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 DIN EN 14504:2016-09EN 14504:2016 (E) 3 A.3
20、 Design 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 accor
21、ding 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 flo
22、ating 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
23、 of 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 w
24、idth-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 DIN EN 14504:2016-09EN 14504:2016 (E) 4 European Forew
25、ord This 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 lat
26、est by January 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
27、such patent 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 t
28、he materials 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 dra
29、wings have 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
30、of Macedonia, 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. DIN EN 14504:2016-09EN 14504:2016 (E) 5 1 Scope This European
31、Standard specifies 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 vehicl
32、e traffic; floating 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 vess
33、el and floating 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 date
34、d references, 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 in
35、clination angles 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 wa
36、ter = 1 tonne 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 met
37、res (m2). If 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
38、floating body, 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.
39、5) Wh2,B= Wh2 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
40、 body are derived 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: DIN EN 14504:2016-09EN 14504:2016 (E) 19 22h h,B h,LW WW= + (A.10) The direction of action of the resulting forces shall
41、 be calculated as 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 det
42、ermined as a function 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
43、stage/floating landing 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
44、 differently according 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 explic
45、it spring elements (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 th
46、e spring travel, in metres (m); m is the mass, in tonnes (t), m = mS+ mH; (A.15) DIN EN 14504:2016-09EN 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 v
47、elocity, in metres per 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 V
48、essel berthing impact 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
49、body (see Figure A.3). 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 Table A.3 and Table A.4: mH= mS k1 k2; (A.16) h is the minimum depth of wate
