SIST EN 14504:2019
(Main)Inland navigation vessels - Floating landing stages and floating bridges on inland waters - Requirements, tests
Inland navigation vessels - Floating landing stages and floating bridges on inland waters - Requirements, tests
This European Standard specifies safety requirements for floating landing stages and floating bridges for passenger transport and their equipment.
Requirements for facilities for supply and waste disposals for vessels using these floating landing stages are not covered by this Standard.
This European Standard is not applicable to:
- floating landing stages for motor vehicle traffic;
- floating landing stages for recreational craft and inland navigation craft that are not 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 floating landing stage;
- specialized floating structures which are not used for passenger traffic or the berthing of vessels.
Fahrzeuge der Binnenschifffahrt - Schwimmende Anlegestellen und schwimmende Brücken auf Binnengewässern - Anforderungen, Prüfungen
Diese Europäische Norm legt die sicherheitstechnischen Anforderungen an schwimmende Anlegestellen und schwimmende Brücken für den Personenverkehr sowie deren Ausrüstung fest.
Anforderungen an Einrichtungen für die Ver- und Entsorgung der Schiffe, die diese schwimmenden Anlagen benutzen, sind in dieser Norm nicht geregelt.
Diese Europäische Norm gilt nicht für:
- schwimmende Anlegestellen für den Kraftfahrzeugverkehr;
- schwimmende Anlegestellen der Sportschifffahrt und für Fahrzeuge der Binnenschifffahrt, die keine Schiffe sind, z. B. schwimmende Geräte;
- weitergehende Anforderungen an schwimmende Anlegestellen, die dem Gefahrgutumschlag dienen;
- eventuell notwendige Landstege zwischen Schiff und schwimmender Anlegestelle;
- schwimmende Sonderkonstruktionen, die nicht dem Personenverkehr oder dem Anlegen von Schiffen dienen.
Bateaux de navigation intérieure - Embarcadères flottants et appontements flottants sur des eaux intérieures - Exigences, essais
La présente Norme européenne définit les exigences de sécurité relatives aux embarcadères flottants et aux appontements flottants destinés à la circulation des personnes, ainsi qu’à leurs équipements.
Les exigences applicables aux installations d’alimentation et d’évacuation des déchets des bateaux à l’aide de ces appontements flottants ne sont pas couvertes par la présente norme.
La présente norme européenne ne s’applique pas :
- aux embarcadères flottants destinés à la circulation des véhicules ;
- aux embarcadères flottants pour la navigation de plaisance et aux embarcations de navigation intérieure qui ne sont pas des bateaux, par exemple les engins flottants ;
- aux exigences supplémentaires relatives aux embarcadères flottants utilisés pour le transbordement de marchandises dangereuses ;
- aux passerelles d’embarquement éventuellement nécessaires entre le bateau et l’embarcadère flottant ;
- aux plates-formes flottantes spéciales qui ne sont pas destinées à la circulation des personnes ou à l’amarrage des bateaux.
Plovila za celinske vode - Plavajoči privezi in pontonski mostovi na celinskih vodah - Zahteve, preskusi
Ta evropski standard določa varnostne zahteve za plavajoče priveze in pontonske mostove za prevoz potnikov ter njihovo opremo.
Zahteve za objekte za oskrbo in odstranjevanje odpadkov za plovila, ki uporabljajo te plavajoče priveze, v tem standardu niso obravnavane.
Ta evropski standard se ne uporablja za:
– plavajoče priveze za motorna plovila;
– plavajoče priveze za plovila za rekreacijo in plovila za celinske vode, ki niso ladje (npr. plavajoča oprema);
– strožje zahteve za plavajoče priveze, ki se uporabljajo za prevoz nevarnega blaga;
– katere koli priveze, potrebne med plovilom in plavajočim privezom;
– posebne plavajoče konstrukcije, ki se ne uporabljajo za potniški promet ali privezovanje plovil.
General Information
Relations
Standards Content (Sample)
SLOVENSKI STANDARD
SIST EN 14504:2019
01-junij-2019
1DGRPHãþD
SIST EN 14504:2016
QDFHOLQVNLK3ORYLOD]DFHOLQVNHYRGH3ODYDMRþLSULYH]LLQSRQWRQVNLPRVWRYL
YRGDK=DKWHYHSUHVNXVL
Inland navigation vessels - Floating landing stages and floating bridges on inland waters
- Requirements, tests
Fahrzeuge der Binnenschifffahrt - Schwimmende Anlegestellen und schwimmende
Brücken auf Binnengewässern - Anforderungen, Prüfungen
Bateaux de navigation intérieure - Embarcadères flottants et appontements flottants sur
des eaux intérieures - Exigences, essais
Ta slovenski standard je istoveten z: EN 14504:2019
ICS:
93.140 *UDGQMDYRGQLKSRWL Construction of waterways,
SULVWDQLãþLQQDVLSRY ports and dykes
SIST EN 14504:2019 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
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SIST EN 14504:2019
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SIST EN 14504:2019
EN 14504
EUROPEAN STANDARD
NORME EUROPÉENNE
April 2019
EUROPÄISCHE NORM
ICS 93.140 Supersedes EN 14504:2016
English Version
Inland navigation vessels - Floating landing stages and
floating bridges on inland waters - Requirements, tests
Bateaux de navigation intérieure - Embarcadères Fahrzeuge der Binnenschifffahrt - Schwimmende
flottants et appontements flottants sur des eaux Anlegestellen und schwimmende Brücken auf
intérieures - Exigences, essais Binnengewässern - Anforderungen, Prüfungen
This European Standard was approved by CEN on 6 January 2019.
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 national standards may be obtained on application to the CEN-CENELEC 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
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 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, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland,
Turkey and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2019 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 14504:2019 E
worldwide for CEN national Members.
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EN 14504:2019 (E)
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
4.3.2 Intact stability . 8
4.3.3 Damaged stability . 8
4.4 Anchorages for floating establishments . 8
4.5 Structural requirements . 9
4.5.1 General . 9
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 . 10
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 . 11
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
8.1 Draught marks . 11
8.2 Storage areas . 11
8.3 Climbing devices . 12
8.4 Manufacturer's mark . 12
9 Instructions for use . 12
Annex A (normative) Design situations for floating establishment on inland waters . 13
A.1 General . 13
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EN 14504:2019 (E)
A.2 Design situations for floating landing stages. 13
A.3 Design situations for floating bridges . 14
A.4 Actions on floating establishments . 15
A.5 Permanent actions . 16
A.6 Live load and cargo load . 16
A.7 Hydrodynamic actions . 17
A.8 Vessel berthing impact . 20
A.8.1 General . 20
A.8.2 Vessel berthing impact according to Figure A.6 . 20
A.8.3 Vessel berthing impact according to Figure A.7 . 24
A.8.4 Vessel berthing impact according to Figure A.8 . 25
A.8.5 Vessel berthing impact according to Figure A.9 . 25
A.9 Vessel mooring line force of the moored vessel . 27
A.10 Vessel friction . 27
A.11 Wind load . 28
A.12 Special loads . 28
Bibliography . 29
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SIST EN 14504:2019
EN 14504:2019 (E)
European foreword
This document (EN 14504:2019) 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 October 2019, and conflicting national standards shall
be withdrawn at the latest by October 2019.
Attention is drawn to the possibility that some of the elements of this document may be the subject of
patent rights. CEN shall not be held responsible for identifying any or all such patent rights.
This document supersedes EN 14504:2016.
The following changes have been made to EN 14504:2016:
a) the title has been changed;
b) definitions revised, new definition added;
c) intact stability clarified (4.3.2);
d) requirements on railings clarified (5.1);
e) requirement for climbing equipment added (5.2.2);
f) requirements for storage spaces clarified (5.6);
g) requirements for marking (Clause 8) updated according to the changes in 5.2.2 and 5.6;
h) requirements on Manufacturer's mark (8.4) clarified;
i) load combinations clarified (A.2);
j) requirements on live load explained in more detail (A.6);
k) requirements on hydrodynamic actions explained in more detail (A.7);
l) mooring line force clarified for the case that the vessel is moored to the shore (A.9);
m) calculation of wind load clarified (A.11).
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 Macedonia,
France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta,
Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland,
Turkey and the United Kingdom.
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1 Scope
This document specifies safety requirements for floating landing stages and floating bridges for
passenger transport and their equipment.
Requirements for facilities for supply and waste disposals for vessels using these floating landing stages
are not covered by this document.
This document is not applicable to:
— floating landing stages for motor vehicle traffic;
— floating landing stages for recreational craft and inland navigation craft that are not vessels,
e.g. floating equipment;
— more severe requirements for floating landing stages used for the transhipment of dangerous
goods;
— any gangwayrequired between vessel and floating landing stage;
— specialized floating structures which are not used for passenger traffic or the berthing of vessels.
2 Normative references
The following documents are referred to in the text in such a way that some or all of their content
constitutes requirements 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 and side decks - Requirements, designs and types
EN 790, Inland navigation vessels - Stairs with inclination 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 1990, Eurocode - Basis of structural design
EN 13056, Inland navigation vessels - 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 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)
EN ISO 1140, Fibre ropes - Polyamide - 3-, 4-, 8- and 12-strand ropes (ISO 1140)
EN ISO 1346, Fibre ropes - Polypropylene split film, monofilament and multifilament (PP2) and
polypropylene high-tenacity multifilament (PP3) - 3-, 4-, 8- and 12-strand ropes (ISO 1346)
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EN ISO 18422, Ships and marine technology - Inland navigation vessels - Plate with instructions for rescue,
resuscitation and first aid for drowning persons (ISO 18422)
ISO 8793, Steel wire ropes - Ferrule-secured eye terminations
ISO 18421, Ships and marine technology - Inland navigation vessels - Lifebuoy housings
3 Terms and definitions
For the purposes of this document, the terms and definitions given in EN 1990 and the following apply.
ISO and IEC maintain terminological databases for use in standardization at the following addresses:
— IEC Electropedia: available at http://www.electropedia.org/
— ISO Online browsing platform: available at http://www.iso.org/obp
3.1
floating establishment
floating construction used for the save passage of persons on inland waters
Note 1 to entry: A floating establishment is either a floating landing stage or a floating bridge.
3.1.1
floating landing stage
floating establishment used for berthing and mooring of vessels and for passenger travel
3.1.2
floating bridge
floating establishment without berth, used solely for passenger traffic and not for berthing or mooring
vessels
3.2
floating body
one or more fixed buoyancy bodies with a traffic area and/or a connecting bridge support
3.3
buoyancy body
body capable of floating that either:
— consists of waterproof air chambers, or
— is completely filled with a closed-pore material
3.4
connecting bridge
movable walkway between floating body and shore
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3.5
anchorage for the floating establishment
device by which the floating establishment is secured to its berth
3.6
pier anchor
spacer for floating body
3.7
freeboard
distance between the plane of maximum draught (waterline) and a parallel plane passing through the
lowest point of the upper edge of the buoyancy body
3.8
residual freeboard
distance between the plane of maximum draught (waterline) and a parallel plane passing through the
lowest point of the upper edge of the buoyancy body in the event of leak
3.9
safety distance
distance between waterline and lowest point of buoyancy body with air chambers that is no longer
watertight
3.10
residual safety distance
distance between the waterline and the lowest point of a buoyancy body with air chambers that is no
longer watertight in the event of a leak
3.11
maximum draught level
draught of the floating establishment at the sum of the maximum actions
4 General requirements
4.1 Components
The floating establishment shall consist of floating body, connecting bridge and anchorage.
4.2 Strength
The strength of the components of floating establishments shall be fixed taking into account the actions
described in Annex A.
The strength shall be tested as specified in 7.2.
4.3 Buoyancy and stability
4.3.1 General
In combination with the following proof of buoyancy and stability, for floating establishments the
actions in accordance with Annex A shall have a partial safety coefficient of γ = 1,0.
F
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4.3.2 Intact stability
At maximum draught level, a
— freeboard of at least 0,15 m,
— safety distance of at least 0,30 m, and
— heeling angle of no more than 10°
shall be maintained.
In addition, the metacentric height for floating establishments under option A (see 4.4) under impacts
as per A.5 to A.7 and A.11 shall be at least 0,15 m. For these structures, heeling motions caused by the
vessel’s movement or by the mooring equipment as well as open areas of liquid, which occur during the
operation of the floating establishment, shall also be taken into consideration.
Intact stability shall be tested as specified in 7.3.1.
4.3.3 Damaged stability
It shall be ensured that the floating establishment will neither sink nor capsize in the case, that one air
chamber is damaged. In this case, a residual freeboard and a residual safety distance each of not less
than 10 cm shall be maintained; if greater residual safety distances or residual freeboards are required
by the specifics of the waterway, these shall be taken into account.
Free surfaces of liquids that can occur during operation shall also be taken into account.
If all buoyancy bodies are completely filled with a material according to 4.5.4, proof of leak stability may
be omitted.
Damage stability shall be tested as specified in 7.3.2.
4.4 Anchorages for floating establishments
Floating establishments shall be anchored in their positions to prevent them from being torn loose or
being displaced by currents, wind, waves, fluctuations in water level or the draught or wash of passing
vessels or possible special loads. In the case of floating landing stages, the influence of berthing ships
shall also be taken into consideration. The functioning capability of the anchoring of the floating
establishment shall also be proven for the case that the floating body of the floating establishment
springs a leak.
Anchorage for the floating establishment shall comply with one of the following two options:
a) Option A: the floating establishment shall be secured to the land by means of:
1) chains,
2) steel wire ropes,
3) fibre ropes as per EN ISO 1140 or EN ISO 1346,
4) a pier anchor of appropriate strength and length, or
5) the connecting bridge.
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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.
End connections of steel wire ropes shall be designed as splicers according to EN 13411-2 or by
means of aluminium ferrules according to ISO 8793. Textile slings of fibre ropes shall be designed
according to EN 1492-4.
b) Option B: the floating establishment shall be attached to guides or dolphins in accordance
with 4.5.3.
4.5 Structural requirements
4.5.1 General
The floating establishment shall be designed so that it can follow all changes in water level during
operation.
4.5.2 Freeboard
Taking into account 4.3, for floating landing stages the height difference between the traffic areas of the
floating body and the deck of the vessel shall be as small as possible for the berthing vessels expected.
For floating bridges the height of the traffic areas of the floating body shall be selected taking 4.3 into
account, so that no waves enter the traffic areas under predictable wind and wave conditions.
4.5.3 Floating bodies
Floating bodies using option B (see 4.4) anchorages shall be fixed so that they cannot twist. The height
of the guides or dolphins shall be sufficient dimensioned so that the floating body is not flooded at the
maximum water level to be expected or the floating body shall be secured against floating away.
Floating bodies shall have one or more buoyancy bodies, which:
— comprise a total of at least three watertight air chambers, or
— are completely filled with a material according to 4.5.4.
It shall be possible to seal the openings in the air chambers so that they are waterproof.
4.5.4 Materials for filled buoyancy bodies
Materials used to fill the filled buoyancy body shall have closed pores.
The water absorption characteristics of the material shall be taken into consideration during proving.
For buoyancy elements made of expanded polystyrene according to EN 13163, water absorption
characteristics according to EN 12087 of max. 5 % by volume are recommended.
These materials shall be resistant against external influences or protected against such influences.
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 when a vessel is moored. The
railings shall be of types PF or PG.
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In areas provided for the berthing of vessels, the distance between the railings and the outer edge of the
floating landing stage shall be at least 0,70 m.
5.1.2 There shall be a barrier at the shore-side access point to the connecting bridge of the floating
landing stage if the design of the landing stage does not prevent persons being subjected to any hazards
when the vessel is going alongside.
5.1.3 Where a fall into the water or onto lower levels is possible, the traffic areas of floating bridges
shall be fitted with Type PF or PG fixed railings according to EN 711.
5.2 Life-saving equipment
5.2.1 The floating establishments shall have at least one information sign providing information on
rescuing, reviving and first aid for a drowning person in accordance with EN ISO 18422 and at least
every 100 m one lifebuoy as specified in EN 14144 with a 30 m long floating line and holder as specified
in EN 14145 or housing according to ISO 18421.
5.2.2 Floating establishments with a height of the traffic areas above the water of more than 0,30 m
under dead load shall be equipped with a permanently installed climbing devices according to
EN 13574 at both ends and at least in a maximum distance of 30 m.
5.3 Device for mooring vessels
There shall be at least two bollards on the landing stage side of the floating landing stages. Each bollard
shall withstand at least a vessel mooring line force as specified in A.9. The tops of the bollards shall be of
non skid design and be permanently marked with signal paint.
5.4 Lighting
Lights attached to floating establishment shall not mislead or hinder shipping through dazzling effects
or reflections, nor give rise to confusion with waterway signs or impair their effect.
5.5 Electrical equipment
On the exposed deck, the electrical equipment shall have at least IP55 degree of protection and in moist
rooms at least IP44 according to EN 60529.
5.6 Storage spaces
If the storing of loads which can influence the stability is foreseen on the deck of the floating body, this
shall be taken into consideration under A.6.
Suitable devices shall be provided to secure the objects against falling over, slipping or rolling away.
6 Walkways
6.1 General
Walkways shall meet the requirements of EN 13281.
Floating establishment constructed for public traffic shall be suitable for use by people with restricted
mobility.
If there are accesses to the air chambers of the floating body, they shall have stairs according to EN 790
or EN 13056 or permanently installed climbing devices as specified in EN 13574.
Unavoidable tripping hazards, such as edges of steps, hatch covers etc. shall be marked with signal
paint.
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6.2 Connecting bridge
6.2.1 The connecting bridge shall have a minimum clear width of at least 0,90 m and at least 1,50 m
for the public passenger traffic.
6.2.2 Nip and shear points shall be covered. The floor covering of connecting bridges shall be
provided with additional non skid measures in line with the gradient angle.
6.2.3 The floating establishment shall be designed so that the gradient of the connecting bridge is as
small as possible at mean water level. The maximum inclination angle for connecting bridges shall not
exceed 20°; for connecting bridges constructed for public traffic, an inclination angle of 6° shall not be
exceeded. Where suitable technical equipment exists, e.g. inclined lifts, stair lifts, these inclination
angles need not be adhered to.
6.2.4 Connecting bridges supported on wheels on the shore-side (see Figure A.9) shall be secured
against displacement by vessel berthing impact. Spring travel shall not exceed 65 cm. Safety measures
shall be taken for spring travel values from 20 cm upwards.
7 Testing
7.1 General
The following tests shall be carried out by a competent person for the particular application and the
results documented.
7.2 Strength
The calculation of compliance with strength requirements shall be verified under the conditions
specified in Annex A.
7.3 Stability
7.3.1 Intact stability
Intact stability shall be verified by calculation or by a loading test.
7.3.2 Damaged stability
The damaged stability shall be verified by calculation assuming that one air chamber of the bouancy
body is damaged. The calculation shall be made either for all the air chambers of the buoyancy body or
for that air chamber, which would cause the most adverse stability when it was damaged.
8 Marking
8.1 Draught marks
A cl
...
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