SIST EN 13001-3-6:2018/kprA1:2021
(Amendment)Cranes - General design - Part 3-6: Limit states and proof of competence of machinery - Hydraulic cylinders
Cranes - General design - Part 3-6: Limit states and proof of competence of machinery - Hydraulic cylinders
This European Standard is to be used together with EN 13001-1, EN 13001-2 and EN 13001-3-1 as well as pertinent crane type product EN standards, and as such they specify general conditions, requirements and methods to, by design and theoretical verification, prevent mechanical hazards of hydraulic cylinders that are part of the load carrying structures of cranes. Hydraulic piping, hoses and connectors used with the cylinders, as well as cylinders made from other material than carbon steel, are not within the scope of this standard.
The following are significant hazardous situations and hazardous events that could result in risks to persons during intended use and reasonably foreseeable misuse. Clauses 4 to 7 of this standard are necessary to reduce or eliminate risks associated with the following hazards:
a) exceeding the limits of strength (yield, ultimate, fatigue);
b) elastic instability (column buckling).
NOTE EN 13001-3-6 deals only with the limit state method in accordance with EN 13001-1.
Krane - Konstruktion allgemein - Teil 3-6: Grenzzustände und Sicherheitsnachweis von Maschinenbauteilen - Hydraulikzylinder
Diese Europäische Norm ist gemeinsam mit EN 13001-1, EN 13001-2 und EN 13001-3-1 anzuwenden sowie mit den einschlägigen EN-Produktnormen für Krane, die allgemeine Bedingungen, Anforderungen und Methoden festlegen, um so anhand der Konstruktion und der theoretischen Verifizierung mechanische Gefährdungen der Hydraulikzylinder, die Teil der lasttragenden Struktur von Kranen sind, zu verhindern. Hydraulikleitungen, -schläuche und -anschlüsse von Zylindern sowie Zylinder aus anderen Werkstoffen als Kohlenstoffstahl fallen nicht in den Anwendungsbereich der vorliegenden Norm.
Nachfolgend ist eine Auflistung der signifikanten Gefährdungssituationen und Gefährdungsereignisse aufgeführt, die während der bestimmungsgemäßen Verwendung und der vernünftigerweise vorhersehbaren Fehlanwendung zu Risiken für Personen führen können. Die Abschnitte 4 bis 7 der vorliegenden Norm sind notwendig, um Risiken in Verbindung mit den folgenden Gefährdungen zu mindern oder zu beseitigen:
a) Überschreiten der Festigkeitsgrenzwerte (Fließgrenze, Bruch- und Ermüdungsfestigkeit);
b) elastische Instabilität (knickstabähnliches Verhalten).
ANMERKUNG EN 13001-3-6 behandelt ausschließlich die Methode der Grenzzustände in Übereinstimmung mit EN 13001-1.
Appareils de levage à charge suspendue - Conception générale - Partie 3-6 : États limites et vérification d'aptitude des éléments de mécanismes - Vérins hydrauliques
La présente Norme européenne doit être utilisée conjointement avec l’EN 13001-1, l'EN 13001-2 et l'EN 13001-3-1, ainsi qu'avec les normes européennes pertinentes de type produit, pour appareil de levage à charge suspendue. Dans ce cadre, elles spécifient les conditions générales, les prescriptions et les méthodes visant à prévenir les dangers mécaniques liés aux vérins hydrauliques qui font partie des structures transmettant des charges dans les appareils de levage, par la conception et la vérification théorique. Les tuyaux, flexibles et raccords hydrauliques utilisés avec les vérins, ainsi que les vérins fabriqués dans un autre matériau que l'acier au carbone n'entrent pas dans le domaine d'application de la présente norme.
Une liste des situations et événements dangereux significatifs, susceptibles d'entraîner des risques pour les personnes lors d'une utilisation normale et d’une mauvaise utilisation raisonnablement prévisible est donnée ci-dessous. Les Articles 4 à 7 de la présente norme sont nécessaires pour réduire ou éliminer les risques associés à ces phénomènes dangereux :
a) dépassement des limites de résistance (élasticité, rupture, fatigue) ;
b) instabilité élastique (flambage de colonne).
NOTE L'EN 13001-3-6 trai te uniquement de la méthode des états limites selon l’EN 13001-1.
Žerjavi - Konstrukcija, splošno - 3-6. del: Mejna stanja in dokaz varnosti mehanizma - Hidravlični cilindri
General Information
Relations
Standards Content (Sample)
SLOVENSKI STANDARD
SIST EN 13001-3-6:2018/oprA1:2020
01-julij-2020
Žerjavi - Konstrukcija, splošno - 3-6. del: Mejna stanja in dokaz varnosti
mehanizma - Hidravlični cilindri
Cranes - General design - Part 3-6: Limit states and proof of competence of machinery -
Hydraulic cylinders
Krane - Konstruktion allgemein - Teil 3-6: Grenzzustände und Sicherheitsnachweis von
Maschinenbauteilen - Hydraulikzylinder
Appareils de levage à charge suspendue - Conception générale - Partie 3-6 : États
limites et vérification d'aptitude des éléments de mécanismes - Vérins hydrauliques
Ta slovenski standard je istoveten z: EN 13001-3-6:2018/prA1
ICS:
23.100.20 Hidravlični valji Cylinders
53.020.20 Dvigala Cranes
SIST EN 13001-3-6:2018/oprA1:2020 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
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SIST EN 13001-3-6:2018/oprA1:2020
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SIST EN 13001-3-6:2018/oprA1:2020
DRAFT
EUROPEAN STANDARD
EN 13001-3-6:2018
NORME EUROPÉENNE
EUROPÄISCHE NORM
prA1
April 2020
ICS 23.100.20; 53.020.20
English Version
Cranes - General design - Part 3-6: Limit states and proof
of competence of machinery - Hydraulic cylinders
Appareils de levage à charge suspendue - Conception Krane - Konstruktion allgemein - Teil 3-6:
générale - Partie 3-6 : États limites et vérification Grenzzustände und Sicherheitsnachweis von
d'aptitude des éléments de mécanismes - Vérins Maschinenbauteilen - Hydraulikzylinder
hydrauliques
This draft amendment is submitted to CEN members for enquiry. It has been drawn up by the Technical Committee CEN/TC 147.
This draft amendment A1, if approved, will modify the European Standard EN 13001-3-6:2018. If this draft becomes an
amendment, CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for
inclusion of this amendment into the relevant national standard without any alteration.
This draft amendment was established by CEN 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, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway,
Poland, Portugal, Republic of North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and
United Kingdom.
Recipients of this draft are invited to submit, with their comments, notification of any relevant patent rights of which they are
aware and to provide supporting documentation.
Warning : This document is not a European Standard. It is distributed for review and comments. It is subject to change without
notice and shall not be referred to as a European Standard.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2020 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 13001-3-6:2018/prA1:2020 E
worldwide for CEN national Members.
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SIST EN 13001-3-6:2018/oprA1:2020
EN 13001-3-6:2018/prA1:2020 (E)
Contents Page
European foreword . 3
1 Modifications to Clause 1, Scope . 4
2 Modifications to Clause 2, Normative references . 4
3 Modifications to Clause 3, Terms, definitions and symbols . 4
4 Modifications to Clause 4, General . 4
5 Modifications to Clause 5, Proof of static strength . 5
6 Modifications to Clause 6, Proof of fatigue strength . 6
7 Modifications to Clause 7, Proof of elastic stability . 8
8 Modifications to Annex ZA . 9
2
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SIST EN 13001-3-6:2018/oprA1:2020
EN 13001-3-6:2018/prA1:2020 (E)
European foreword
This document (EN 13001-3-6:2018/prA1:2020) has been prepared by Technical Committee
CEN/TC 147 “Cranes — Safety”, the secretariat of which is held by BSI.
This document is currently submitted to the CEN Enquiry.
3
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SIST EN 13001-3-6:2018/oprA1:2020
EN 13001-3-6:2018/prA1:2020 (E)
1 Modifications to Clause 1, Scope
st
Replace the entire 1 paragraph with the following:
“This document is to be used together with EN 13001-1:2015, EN 13001-2:2014 and
EN 13001-3-1:2012+A2:2018 as well as pertinent crane type product EN standards, and as such they
specify general conditions, requirements and methods to, by design and theoretical verification, prevent
mechanical hazards of hydraulic cylinders that are part of the load carrying structures of cranes.
Hydraulic piping, hoses and connectors used with the cylinders, as well as cylinders made from other
material than carbon steel, are not within the scope of this document.”.
2 Modifications to Clause 2, Normative references
Replace the following normative references:
“EN 13001-1, Cranes — General design — Part 1: General principles and requirements
EN 13001-2, Crane safety — General design — Part 2: Load actions
EN 13001-3-1, Cranes — General Design — Part 3-1: Limit States and proof competence of steel
structure”
with:
“EN 13001-1:2015, Cranes — General design — Part 1: General principles and requirements
EN 13001-2:2014, Crane safety — General design — Part 2: Load actions
EN 13001-3-1:2012+A2:2018, Cranes — General design — Part 3-1: Limit States and proof competence
of steel structure”.
3 Modifications to Clause 3, Terms, definitions and symbols
In Table 1, delete the following line: "
N
Compressive design force
Sd
".
4 Modifications to Clause 4, General
In 4.1, replace the fourth dashed item of the list with the following:
“— weld quality levels, in accordance with EN ISO 5817:2014 and EN 13001-3-1:2012+A2:2018;”.
In 4.2.1, replace the first dashed item of the list with the following:
“The impact toughness in the transversal direction shall be tested in accordance with EN ISO 148-1 and
shall meet the requirements stated in EN 13001-3-1:2012+A2:2018. Samples shall be cut out in the
transversal direction and prepared such that the axis of the notch is perpendicular to the surface of the
tube.”.
In 4.2.1, replace the last sentence with the following:
“Material used in other parts shall meet the requirements stated in EN 13001-3-1:2012+A2:2018.”.
In 4.2.2, replace the last sentence with the following:
“Grades and qualities of materials used in other parts of cylinders or mounting interfaces of cylinders
shall be selected in accordance with EN 13001-3-1:2012+A2:2018.”.
4
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SIST EN 13001-3-6:2018/oprA1:2020
EN 13001-3-6:2018/prA1:2020 (E)
5 Modifications to Clause 5, Proof of static strength
st nd
In 5.1, replace the 1 and the 2 paragraph with the following:
“A proof of static strength by calculation is intended to prevent excessive deformations due to yielding
of the material, elastic instability and fracture of structural members or connections. Dynamic factors
given in EN 13001-2:2014 or relevant product standards are used to produce equivalent static loads to
simulate dynamic effects. Also, load increasing effects due to deformation shall be considered. The use
of the theory of plasticity for calculation of ultimate load bearing capacity is not considered acceptable
within the terms of this standard. The proof shall be carried out for structural members and
connections while taking into account the most unfavourable load effects from the load combinations A,
B or C in accordance with EN 13001-2:2014 or relevant product standards.
Cylinder actions are either active or passive. Active cylinders are moving in a direction opposite to the
direction of the external force acting on the moving part of the cylinder. Passive cylinders are either not
moving or moving in the same direction as the external force acting on the moving part of the cylinder.
As the forces applied to the cylinder by the crane structure are computed in accordance with
EN 13001-2:2014, they are already increased by the partial safety factors γ and relevant dynamic
p
factors. Formulae (1) and (2) give design pressures p caused by forces acting on the cylinder from the
Sd
crane structure. In add
...
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