SIST EN 14504:2009

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Fahrzeuge der Binnenschifffahrt - Schwimmende Anlegestellen - Anforderungen, PrüfungenBateaux de navigation intérieur - Embarcaderes flottants - Exigences, essaisInland navigation vessels - Floating landing stages - Requirements, tests93.140SULVWDQLãþConstruction of waterways and ports47.060Inland navigation vesselsICS:Ta slovenski standard je istoveten z:EN 14504:2009SIST EN 14504:2009en,fr,de01-marec-2009SIST EN 14504:2009SLOVENSKI
STANDARDSIST EN 14504:20041DGRPHãþD



SIST EN 14504:2009



EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 14504January 2009ICS 93.140Supersedes EN 14504:2004
English VersionInland navigation vessels - Floating landing stages -Requirements, testsBateaux de navigation intérieure - Embarcadères flottants -Exigences, essaisFahrzeuge der Binnenschifffahrt - SchwimmendeAnlegestellen - Anforderungen, PrüfungenThis European Standard was approved by CEN on 24 August 2008.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the CEN Management Centre or to any CEN member.This European Standard exists in three official versions (English, French, German). A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the CEN Management Centre has the same status as theofficial versions.CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland,France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal,Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2009 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 14504:2009: ESIST EN 14504:2009



EN 14504:2009 (E) 2 Contents Page Foreword.4 1 Scope.5 2 Normative references.5 3 Terms and definitions.6 4 General requirements.6 4.1 Components.6 4.2 Construction.6 4.3 Strength.7 4.4 Stability.7 4.4.1 Intact stability.7 4.4.2 Damaged stability.7 4.5 Anchorage.7 4.6 Structural requirements.7 5 Equipment.8 5.1 Railings, barrier.8 5.2 Life-saving equipment.8 5.3 Device for mooring inland navigation vessels.8 5.4 Lighting.8 5.5 Electrical equipment.8 5.6 Storage spaces.8 6 Walkways.9 6.1 General.9 6.2 Connecting bridge.9 7 Testing.9 7.1 Expert.9 7.2 Strength.9 7.3 Stability.9 7.3.1 Intact stability.9 7.3.2 Damaged stability.9 8 Manufactuer's certificate.10 9 Marking.10 9.1 Maximum allowable draught.10 9.2 Manufacturer's mark.10 10 Instructions for use.10 Annex A (normative)
Design situations for floating landing stages.11 A.1 General.11 A.2 Permanent actions.13 A.3 Live load.13 A.4 Hydrodynamic actions.13 A.5 Vessel berthing impact.14 A.5.1 General.14 A.5.2 Vessel berthing impact according to Figure A.2.14 A.5.3 Vessel berthing impact according to Figure A.3.15 A.5.4 Vessel berthing impact according to Figure A.4.18 A.5.5 Vessel berthing impact according to Figure A.5.18 A.6 Vessel static pull of the moored vessel.20 SIST EN 14504:2009



EN 14504:2009 (E) 3 A.7 Vessel friction.20 A.8 Wind load.20 A.9 Special loads.21
Figures Figure A.1 — Actions on floating landing stages.12 Figure A.2 — Springing by means of explicit spring elements.15 Figure A.3 — Springing by immersion of floating body.18 Figure A.4 — Rigid floating body-shore connection.18 Figure A.5 — Springing through inclination of slideway and gangway.19
Tables Table A.1 — Combination matrix and partial safety coefficients ggggF.12 Table A.2 — Factor k1
as a function of the width-draught ratio B/T.17 Table A.3 — Factor k2
as a function of the draught-water depth ratio T/h.17 Table A.4 — Standard berthing velocity v0 as a function of the vessel mass mS.17 Table A.5 — Factors b1 and b2 for determining the berthing velocity v.17
SIST EN 14504:2009



EN 14504:2009 (E) 4 Foreword This document (EN 14504:2009) has been prepared by Technical Committee CEN/TC 15 “Inland navigation vessels”, the secretariat of which is held by DIN. This European Standard EN 14505:2009 including the amendment shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by July 2009, and conflicting national standards shall be withdrawn at the latest by July 2009. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN [and/or] IEC shall not be held responsible for identifying any or all such patent rights. This document supersedes EN 14505:2004. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom. SIST EN 14504:2009



EN 14504:2009 (E) 5
1 Scope This European Standard specifies safety requirements for floating landing stages and their equipment. It is not applicable to:
bank structures such as quay walls, sheeting walls, piles and dolphins; ¾ floating landing stages for recreational craft; ¾ more severe requirements for floating landing stages used for the transhipment of dangerous goods; ¾ any landing stages required between vessel and floating landing stage. 2 Normative references The following referenced documents are indispensable for the application of this document. For dated 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 — Requirements, types EN 790, Inland navigation vessels — Stairs with inclination angles of 45° to 60° — Requirements, types
EN 1991-2, Eurocode 1, Actions on structures — Part 2: Traffic loads on bridges EN 1992-2, Eurocode 2, Design of concrete structures — Part 2: Concrete bridges — Design and detailing rules
EN 1993-2, Eurocode 3, Design of steel structures — Part 2: Steel bridges EN 1995-2, Eurocode 5, Design of timber structures - Part 2: Bridges EN 13056, Stairs with inclination angles of 30° to 45° — Requirements, types EN 13281, Inland navigation vessels — Safety requirements for walkways and working places EN 13411-2, Terminations for steel wire ropes — Safety — Part 2: Splicing of eyes for wire rope slings EN 13411-5, Terminations for steel wire ropes — Safety — Part 5: Wire rope grips for eyes EN 13574, Inland navigation vessels — Permanently installed climbing devices with a length not exceeding
5 m EN 14144, Lifebuoys — Requirements, tests EN 14145, Holders for lifebuoys
EN 60529, Degrees of protection provided by enclosures (IP code) (IEC 60529:1989)
ISO 8793, Steel wire ropes — Ferrule-secured eye terminations
SIST EN 14504:2009



EN 14504:2009 (E) 6
3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 floating landing stage installation used for berthing and mooring of vessels and as a connection between vessel and shore 3.2 floating body one or more fixed buoyancy bodies with surface that can be walked on and/or a connecting bridge support
3.3 buoyancy body body capable of floating that contains one or more watertight buoyancy cells
3.4
connecting bridge movable walkway between floating body and shore 3.5 anchorage device by which floating landing stage is secured to its berth
3.6 shore boom spacer for floating body 3.7 freeboard distance between water level and top of floating body
3.8 safety distance distance between water level and lowest point of buoyancy body that is no longer watertight
4 General requirements 4.1 Components The floating landing stage consists of floating body, connecting bridge and anchorage. 4.2 Construction The requirements applicable to the bridge construction shall be in accordance with EN 1991-2, EN 1992-2 and EN 1995-2. The manufacturer of floating landing stages shall have available suitable technical staff, experience and relevant equipment. SIST EN 14504:2009



EN 14504:2009 (E) 7 4.3 Strength
The strength of the components of floating landing stages as specified in 4.1 shall be fixed taking into account the actions described in Annex A. Test as specified in 7.2. 4.4 Stability 4.4.1 Intact stability
When proving the intact stability, the actions specified in A.2 to A.4 and A.8 shall have a partial safety coefficient of 1,0.
For A.3, the walkways shall be loaded on one side so that heeling of the floating body results.
The loads according to A.2, A.4 and A.8 shall be fixed so that the maximum angle of heel results.
Heeling moments caused by the vessel static pull or anchorage or free surfaces of liquids that can occur during operation shall also be taken into account. Whenever heeling occurs, both a freeboard and a safety distance each of not less than 30 cm and an angle of heel not greater than 10° shall be maintained. Test as specified in 7.3.1. 4.4.2 Damaged stability Floating bodies shall have one or more buoyancy bodies with a total of at least 3 buoyancy cells or closed-cell foam. If a compartment is damaged, the watertight integrity and stability shall be ensured.
In the proof of the damaged stability, the actions specified in A.2 shall be taken into account with a partial safety coefficient of 1,0. Free surfaces of liquids that can occur during operation shall also be taken into account. In this case, a freeboard and a safety distance each of not less than 10 cm shall be maintained; if greater safety distances or freeboards are required, these shall be taken into account.
Test as specified in 7.3.2. 4.5 Anchorage Floating landing stages shall be anchored in their positions to prevent them from being torn loose or being displaced by berthing vessels, currents, wind, waves, fluctuations in water level or the draught or wash of passing vessels: a) by the use of chains, ropes or suitably strong and long shore booms or the connecting bridge; the fastenings shall be secured against deliberate undoing. This requirement is considered to be met if it is not possible to undo the fastenings without the use of a tool. Rope terminations shall be in the form of a splice as specified in EN 13411-2, an aluminium ferrule pressing as specified in ISO 8793 or wire rope grips as specified in EN 13411-5; b)
to dolphins as described in 4.6.3. The anchorage shall also be proven if the floating body develops a leak.
4.6 Structural requirements 4.6.1 The floating landing stage shall be designed so that it can follow all changes in water level during operation. 4.6.2 Taking into account 4.4.2, the freeboard of the floating body shall be selected so that the height difference between the deck of the floating body and the deck of the vessel is as small as possible for the berthing vessels expected. SIST EN 14504:2009



EN 14504:2009 (E) 8 4.6.3 Floating bodies attached to dolphins shall be fixed so that they cannot tilt.
The length of the dolphins shall be selected so that the floating body is not flooded at the maximum water level to be expected.
If it is not possible to attach the dolphins up to the highest known water level for other reasons, the floating body shall be secured against floating away. 4.6.4 Openings in the buoyancy bodies shall be spray-water-protected and weatherproof and have a safety distance of at least 50 cm.
5 Equipment 5.1 Railings, barrier 5.1.1 The walkways on floating landing stages shall be fitted with fixed railings as specified in EN 711 at points where it is possible to fall into the water or to lower-lying levels.
Types PF, PG or PZ shall be selected for floating landing stages used for passenger traffic.
5.1.2 There shall be a barrier at the shore-side access point to the connecting bridge if the design of the landing stage does not prevent persons being subjected to any hazards when the vessel is going alongside. 5.2 Life-saving equipment The floating landing stage sha
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