EN 14620-2:2006
(Main)Design and manufacture of site built, vertical, cylindrical, flat-bottomed steel tanks for the storage of refrigerated, liquefied gases with operating temperatures between 0 °C and -165 °C - Part 2: Metallic components
Design and manufacture of site built, vertical, cylindrical, flat-bottomed steel tanks for the storage of refrigerated, liquefied gases with operating temperatures between 0 °C and -165 °C - Part 2: Metallic components
This European Standard specifies general requirements for the materials, design, construction and installation of the metallic components of refrigerated liquefied gas storage tanks.
This European Standard deals with the design and manufacture of site built, vertical, cylindrical, flat-bottomed steel tanks for the storage of refrigerated, liquefied gases with operating temperatures between 0 °C and –165 °C.
Auslegung und Herstellung standortgefertigter, stehender, zylindrischer Flachboden-Stahltanks für die Lagerung von tiefkalt verflüssigten Gasen bei Betriebstemperaturen zwischen 0 °C und -165 °C - Teil 2: Metallische Bauteile
Dieser Teil von EN 14620 legt allgemeine Anforderungen an Werkstoffe, Auslegung, Bau und Einbau von metallischen Bauteilen für Tanks zur Lagerung von tiefkalt verflüssigten Gasen fest.
Conception et fabrication de réservoirs en acier à fond plat, verticaux, cylindriques, construits sur site, destinés au stockage des gaz réfrigérés, liquéfiés, dont les températures de service sont comprises entre 0 °C et - 165 °C - Partie 2 : Constituants métalliques
Načrtovanje in proizvodnja na mestu postavitve grajenih navpičnih, valjastih jeklenih posod z ravnim dnom za shranjevanje hlajenih utekočinjenih plinov z delovnimi temperaturami med 0 °C in –165 °C - 2. del: Kovinski deli
General Information
Overview
EN 14620-2:2006 is the CEN European Standard that specifies requirements for the metallic components of site-built, vertical, cylindrical, flat‑bottomed steel tanks used to store refrigerated, liquefied gases at operating temperatures between 0 °C and −165 °C. Part 2 of the EN 14620 series focuses on the selection of steels, design rules, fabrication, welding procedures and inspection/testing requirements for cryogenic storage tanks and their metallic parts.
Key Topics
- Materials and temperature limits: requirements for steel selection, material classes and suitability for cryogenic service; differentiation of primary and secondary liquid containers and vapour (outer) containers.
- Design fundamentals: design theory, maximum allowable design stresses, partial load and material factors, membrane design considerations and shell plate thickness rules.
- Welding and procedures: qualification of welding procedures, preheat/post‑weld heat treatment guidance, tack/temporary welds, rules for 9 % nickel steels and welder/operator qualifications.
- Fabrication tolerances: plate preparation, radius and profile tolerances, local weld deformation limits, roof and temporary attachment rules.
- Inspection and NDT: prescribed test methods and acceptance levels including visual, dye penetrant, magnetic particle, radiographic and ultrasonic testing, vacuum box, leak testing (soap bubble, ammonia tightness), and qualification of NDT personnel.
- Testing, fatigue and actions: requirements and informative annexes covering actions on membranes, fatigue (S‑N curves) and methodology for deriving load and fatigue curves.
Applications
EN 14620-2 is used by professionals involved in the lifecycle of cryogenic storage tanks:
- Tank designers and structural engineers specifying metallic components for refrigerated liquefied gas storage (LNG, industrial gases).
- Fabricators and welding supervisors implementing qualified welding procedures and production controls for cryogenic steels.
- NDT inspectors and QA/QC teams applying inspection regimes and acceptance criteria to ensure weld integrity.
- Plant owners, constructors and regulators verifying compliance for safety, durability and operability of site-built cryogenic tanks.
Adoption of EN 14620-2 supports consistent, safe design and manufacture of cryogenic tanks and helps mitigate risks associated with low-temperature embrittlement, fatigue and leakage.
Related Standards
- EN 14620 series (Part 1: General; Part 3: Concrete; Part 4: Insulation; Part 5: Testing/drying/purging)
- Referenced NDT, welding and structural Eurocodes (examples: EN 287‑1, EN 1435, EN 1712, Eurocode 3/ENV 1993 series)
Keywords: EN 14620-2, refrigerated liquefied gas tanks, cryogenic storage tanks, metallic components, site-built vertical cylindrical tanks, welding, NDT, tank design.
Frequently Asked Questions
EN 14620-2:2006 is a standard published by the European Committee for Standardization (CEN). Its full title is "Design and manufacture of site built, vertical, cylindrical, flat-bottomed steel tanks for the storage of refrigerated, liquefied gases with operating temperatures between 0 °C and -165 °C - Part 2: Metallic components". This standard covers: This European Standard specifies general requirements for the materials, design, construction and installation of the metallic components of refrigerated liquefied gas storage tanks. This European Standard deals with the design and manufacture of site built, vertical, cylindrical, flat-bottomed steel tanks for the storage of refrigerated, liquefied gases with operating temperatures between 0 °C and –165 °C.
This European Standard specifies general requirements for the materials, design, construction and installation of the metallic components of refrigerated liquefied gas storage tanks. This European Standard deals with the design and manufacture of site built, vertical, cylindrical, flat-bottomed steel tanks for the storage of refrigerated, liquefied gases with operating temperatures between 0 °C and –165 °C.
EN 14620-2:2006 is classified under the following ICS (International Classification for Standards) categories: 23.020.10 - Stationary containers and tanks. The ICS classification helps identify the subject area and facilitates finding related standards.
You can purchase EN 14620-2:2006 directly from iTeh Standards. The document is available in PDF format and is delivered instantly after payment. Add the standard to your cart and complete the secure checkout process. iTeh Standards is an authorized distributor of CEN standards.
Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Design and manufacture of site built, vertical, cylindrical, flat-bottomed steel tanks for the storage of refrigerated, liquefied gases with operating temperatures between 0 °C and -165 °C - Part 2: Metallic componentsOLConception et fabrication de réservoirs en acier a fond plat, verticaux, cylindriques, construits sur site, destinés au stockage des gaz réfrigérés, liquéfiés, dont les températures de service sont comprises entre 0 °C et - 165 °C - Partie 2 : Constituants métalliquesAuslegung und Herstellung standortgefertigter, stehender, zylindrischer Flachboden-Stahltanks für die Lagerung von tiefkalt verflüssigten Gasen bei Betriebstemperaturen zwischen 0 °C und -165 °C - Teil 2: Metallische BauteileTa slovenski standard je istoveten z:EN 14620-2:2006SIST EN 14620-2:2007en23.020.10UH]HUYRDUMLStationary containers and tanksICS:SLOVENSKI
STANDARDSIST EN 14620-2:200701-januar-2007
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 14620-2
September 2006 ICS 23.020.10 English Version
Design and manufacture of site built, vertical, cylindrical, flat-bottomed steel tanks for the storage of refrigerated, liquefied gases with operating temperatures between 0 °C and -165 °C - Part 2: Metallic components
Conception et fabrication de réservoirs en acier à fond plat, verticaux, cylindriques, construits sur site, destinés au stockage des gaz réfrigérés, liquéfiés, dont les températures de service sont comprises entre 0 °C et -165 °C - Partie 2 : Constituants métalliques
Auslegung und Herstellung standortgefertigter, stehender, zylindrischer Flachboden-Stahltanks für die Lagerung von tiefkalt verflüssigten Gasen bei Betriebstemperaturen zwischen 0 °C und -165 °C - Teil 2: Metallische Bauteile This European Standard was approved by CEN on 20 February 2006.
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 Central Secretariat 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 Central Secretariat has the same status as the official versions.
CEN members are the national standards bodies of Austria, Belgium, 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 STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre: rue de Stassart, 36
B-1050 Brussels © 2006 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 14620-2:2006: E
Actions on membrane.55 Table A.1 — Static action.55 Table A.2 — Cyclic action.55 Table A.3 — Accidental action.55 Annex B (informative)
Determination of the load and fatigue curves for membrane.56 Figure B.1 — Flowchart for membranes.56 Bibliography.57
EN 10045-1, Metallic materials — Charpy impact test — Part 1: Test method EN 10160:1999, Ultrasonic testing of steel flat product of thickness equal or greater than 6 mm (reflection method) EN 10204:2004, Metallic products — Types of inspection documents EN 10216-1, Seamless steel tubes for pressure purposes — Technical delivery conditions — Part 1: Non-alloy steel tubes with specified room temperature properties EN 10216-2, Seamless steel tubes for pressure purposes — Technical delivery conditions — Part 2: Non-alloy and alloy steel tubes with specified elevated temperature properties EN 10216-3, Seamless steel tubes for pressure purposes — Technical delivery conditions — Part 3: Alloy fine grain steel tubes EN 10216-4, Seamless steel tubes for pressure purposes — Technical delivery conditions — Part 4: Non-alloy and allow steel tubes with specified low temperature properties EN 10217-1, Welded steel tubes for pressure purposes — Technical delivery conditions — Part 1: Non-alloy steel tubes with specified room temperature properties EN 10217-2, Welded steel tubes for pressure purposes — Technical delivery conditions — Part 2: Electric welded non-alloy and alloy steel tubes with specified elevated temperature properties EN 10217-3, Welded steel tubes for pressure purposes — Technical delivery conditions — Part 3: Alloy fine grain steel tubes EN 10217-4, Welded steel tubes for pressure purposes — Technical delivery conditions — Part 4: Electric welded non-alloy steel tubes with specified low temperature properties EN 10217-5, Welded steel tubes for pressure purposes — Technical delivery conditions — Part 5: Submerged arc welded non-alloy and alloy steel tubes with specified elevated temperature properties
containment tank Membrane tank Typical product storage temperature Butane Type II Type I
- 10 °C Ammonia Type II Type II
- 35 °C Propane/ Propylene Type III Type II Type V - 50 °C Ethane/Ethylene Type IV Type IV Type V - 105 °C LNG Type IV Type IV
Type V - 165 °C NOTE
Service related effects, such as stress corrosion cracking, should be considered during material selection.
4.3.1.2.2 General requirements The following general requirements shall apply: a) Type I steel: A Type I steel is a fine-grained, low carbon steel, which shall be specified for pressure purposes at temperatures down to - 35 °C. The steel shall meet the following requirements: 1) The steel shall be specified to meet the requirements of an established European Standard (e.g. EN 10028-3). Steels with a minimum yield strength greater than 355 N/mm2 shall not be used. 2) The steel shall be in the normalized condition or produced by a thermo mechanical rolled process. 3) The carbon content shall be less than 0,20 %. The carbon equivalent Ceq shall be equal to or less than 0,43 with ()()eqCrMoVNiCuMnC=C6515++++++ b) Type II steel: A Type II steel is a fine-grained low carbon steel, which shall be specified for pressure purposes at temperatures down to - 50 °C. The steel shall meet the following requirements: 1) The steel shall be specified to meet the requirements of an established European Standard (e.g. EN 10028-3). Steels with a minimum yield strength greater than 355 N/mm2 shall not be used. 2) The steel shall be in the normalized condition or produced by a thermo mechanical rolled process. 3) The carbon content shall be less than 0,20 %. The carbon equivalent Ceq shall be equal to or less than 0,43 with
(e.g. EN 10028-7). 4.3.1.2.3 Maximum shell plate thickness The maximum shell plate thickness shall be: Types I, II and III: 40 mm; Types IV: 50 mm; Type V: no upper limit on thickness. When material thickness is required in excess of these values, additional material investigation and testing shall be carried out to demonstrate that the same level of resistance to brittle fracture is available as would be required for the type of material and maximum thickness indicated above. 4.3.1.2.4 Plate tolerances The plate tolerances shall be: in accordance with EN 10029:1991, Class C, for parts where the thickness is established by calculation; in accordance with EN 10029:1991, Class B, for parts where the thickness is based on minimum nominal thickness considerations.
4.3.3 Certification For materials with a design metal temperature below 0 °C an Inspection Certificate in accordance with EN 10204:2004, type 3.1 shall be required.
4.4 Vapour container/outer tank 4.4.1 Material for plate and structural sections The steel of the vapour container/outer tank shall be selected in accordance with Table 3. NOTE Alternative types of steels may be used provided equivalent properties (e.g. chemical composition and mechanical properties) can be demonstrated.
°C mm
TDM ≥ 10 e ≤ 40 S235JRG2 or S275JR or S355JR 10 > TDM ≥ 0 e
≤ 13 13 ≤ e ≤ 40 S235JRG2 or S275JR or S355JR S235JO or S275JO or S355JO 0 > TDM ≥ -10 e ≤ 13 S235J0 or S275J0 or S355J0
13 < e ≤ 40 S235J2G3 or S275J2G3 or S355J2G3 -10 > TDM ≥ -20 e ≤13 S235J2G3 or S275J2G3 or S355J2G3
13 < e ≤ 40 S235J2G3 or S275J2G3 or S355J2G4 For design metal temperatures below -20 °C and/or for thicknesses above 40 mm, the plate shall be impact tested at a temperature not exceeding the design metal temperature and show an impact value of at least 27 J longitudinal. For design metal temperatures below ) 0 °C, the impact tests of the weld metal and the HAZ of the vertical shell joint shall show at least 27 J at the design metal temperature.
4.4.2 Certification For materials with design metal temperatures below 0 °C an inspection certificate in accordance with EN 10204:2004 type 3.1 shall be required. All other materials shall be supplied with a test report in accordance with EN 10204:2004, type 2.2. 4.5 Other components 4.5.1 Bolting 4.5.1.1 Selection of bolting Bolting shall be in accordance with EN 1515-1:1999, Table 1 and Table 2. In selecting the material, the application, design pressure, design temperature and fluid service conditions shall be taken into account. In the case of ferritic and martensitic steels, the bolting bar material shall have a tensile strength
< 1 000 N/mm2 and an elongation A5 > 14 %. Ferritic and martensitic steels for use between –10 °C and –160 °C shall be impact tested at the design metal temperature and shall show an impact energy value of 40 J average in the longitudinal direction. At design metal temperatures below –160 °C, the impact testing shall be performed at –196 °C. NOTE 1 Where austenitic steel is used, bolts may relax on cooling to sub zero temperatures. This is caused by a permanent transformation of the structure from austenitic to martensitic, which results in an increase of length. The extent of transformation increases with the applied stress. NOTE 2 Bolts that cannot be retightened after cooling should be made from steel having a stable structure, such as 25 Cr 20 Ni or nitrogen bearing austenitic steel.
0,43 fu or 0,67 fy
or 260 N/mm2 Type IV the lesser of:
0,43 fu or 0,67 fy Type V the lesser of:
0,40 fu or 0,67 fy
the lesser of: 0,60 fu or 0,85 fy or 340 N/mm2
NOTES 1
fu is minimum ultimate tensile strength in N/mm² and fy is minimum yield strength in N/mm². NOTES 2
For type III and IV steels, fy is equal to 0,2 % of proof stress. NOTES 3
For type V steels, fy is equal to the 1 % proof stress.
In case of seismic design, the allowable stress for OBE shall be 1,33 times the allowable stress for service condition. For SSE, the allowable stress shall be 1,00 fy, in tension, and the critical buckling stress for compression. 5.1.2.2 Tank anchorage The tank anchorage shall be capable of resisting the tank uplift. The allowable tensile stress in the tank anchorage shall be limited to: normal operation: 0,50 fy; test: 0,85 fy; OBE: 0,67 fy; SSE: 1,00 fy. Shell attachments and embedments shall be designed for a load corresponding to the full yield capacity of the uncoroded anchor bolts or anchor straps. NOTE This to prevent possible tearing of the shell. For the design of the anchor bolt chairs see [14].
For Ethane/Ethylene and LNG service, anchors made from Type IV or V materials shall apply the anchor material yield stress at the temperature found in table 1 or colder. 5.1.2.3 Compression area at roof-to-shell junction The allowable compressive stress Sc shall be limited to 120 N/mm2. NOTE See 5.3.1.3.5 for details of compression area.
5.1.3.1 General For the analysis, based on limit state, the following Eurocodes shall be used: EN 1993-1-1, ENV 1993-1-6, ENV 1993-4-2:1999, and EN 1994-1-1. The following shall be taken into account: simplified method in accordance with ENV 1993-4-2:1999, Clause 11 shall not be used; for static analysis of the roof structure, EN 1993-1-1 or EN 1994-1-1 shall be used: design of shells to resist external pressure shall consider the requirements of section 5.2.1.2.3. ENV 1993-1-6 does not apply in this case; requirements of 5.1.3.2 are not the same as the requirements of the ENV 1993-4-2:1999 but shall be followed. 5.1.3.2 Primary and secondary liquid container The partial safety factors of the primary and secondary liquid container of the single, double and full containment tanks shall be adjusted in accordance with Table 5. NOTE The partial load factors and the material factors have been adjusted to arrive at the same shell thickness as used with allowable stress theory.
1,10 1,72/α
1,11 1,57/α − NOTE
α is the tensile to yield strength ratio fu/fy where γF is the partial factor for actions; γM is the factor for material strength; fu is ultimate tensile strength of steel or weld material whichever is the lesser; fy is the yield strength of the steel or weld material whichever is the lesser.
5.2 Primary and secondary liquid container 5.2.1 Single, double and full containment tanks 5.2.1.1 Bottom 5.2.1.1.1 Bottom annular plates The annular plates shall have a minimum thickness (excluding corrosion allowance), ea:
ea = (3,0 + e1/3), but not less than 8 mm where
e1
is the thickness of the bottom shell course, in mm. The minimum width la, between the edge of the sketch plate and the inner side of the shell, as shown in Figure 1c shall be either: a) as given by the following equation: aa240eHl> where
ea
is the thickness of the annular plate, in mm;
H
is the maximum design liquid height, in m; or b) 500 mm whichever is the larger. The following additional requirements shall apply: radial joints between annular plates shall be butt welded;
a) with annular plates at the perimeter
> 5ebeb- b) section A-A, overlap of bottom plates Figure 1 — Typical bottom layout
Figure 1 — Typical bottom layout (concluded)
5.2.1.2 Shell 5.2.1.2.1 Minimum shell plate thickness The minimum shell plate thickness shall be in accordance with Table 6.
D ≤ 10 5 10 < D ≤ 30 6 30 < D ≤ 60 8
60 < D
10 NOTE
The requirement for minimum thickness is needed for construction purposes, and may include any corrosion allowance, provided that the shell is shown by calculation to be safe in the corroded condition.
5.2.1.2.2 Shell plate thickness The thickness of the shell plate shall be the greatest of et, or e or the minimum thickness. a) For operating conditions: cPHWSDe++−=]0,3)([9820 where c is the corrosion allowance, in mm; D is the tank inside diameter, in m; e is the calculated plate thickness, in mm; H is the height from the bottom of the course under consideration to the maximum design liquid level, in m; P is the design pressure, in mbar. Zero for open top inner tank; S is the allowable design stress, in N/mm2; W
is the maximum density of the liquid under storage conditions, in kg/l. b) for hydrostatic test condition: ]0,3)([9820tttttPHWSDe+−=
where
D is the tank inside diameter, in m;
et is the calculated plate thickness, in mm;
Ht is the height from the bottom of the course under consideration to the test liquid level, in m;
Pt is the test pressure, in mbar. Zero for open top inner tank;
St is the allowable stress under test conditions, in N/mm2;
Wt is the maximum density of the test water, in kg/l. No course shall be designed at a thickness less than that of the course above, irrespective of materials of construction, except the compression area. 5.2.1.2.3 Additional requirements a) Shell welds All vertical and horizontal welds shall be butt welded, with full penetration and complete fusion. b) Plate arrangement The distance between vertical joints in adjacent courses shall be not less than 300 mm. c) Attachments Where attachments are made, pad plates shall be used. They shall not be located within 300 mm of a vertical weld or 150 mm of a horizontal weld. Pad plates and reinforcing plates shall have rounded corners with a minimum radius of 50 mm. d) External loading of inner tank shell If applicable, the following loads shall be considered: insulation pressure; inner tank vacuum; pressure between the inner and outer tanks. Biaxial stress
...
La norme EN 14620-2:2006 établit des exigences générales précises pour les matériaux, la conception, la construction et l'installation des composants métalliques des réservoirs de stockage de gaz liquéfiés réfrigérés. Cette norme européenne est essentielle pour assurer la sécurité et la fiabilité des réservoirs verticaux, cylindriques et à fond plat, conçus pour des températures de fonctionnement allant de 0 °C à –165 °C. L'un des principaux points forts de cette norme est son approche systématique qui englobe tous les aspects de la fabrication et de la construction des réservoirs en acier pour les gaz liquéfiés. En intégrant des exigences rigoureuses pour les matériaux, la norme garantit que les réservoirs peuvent supporter les conditions extrêmes tout en minimisant les risques de défaillance. Ce cadre normatif permet donc non seulement d’assurer la qualité des composants métalliques, mais aussi de protéger les installations et les personnes à proximité. De plus, EN 14620-2:2006 joue un rôle crucial dans l'harmonisation des pratiques à l'échelle européenne. Elle fournit une référence claire pour les fabricants et les installateurs, favorisant la conformité dans les processus de conception et de fabrication. Ainsi, cette norme contribue à établir des standards de sécurité stricts pour le stockage des gaz liquéfiés, essentiels à la préservation de l'environnement et à la prévention des accidents. La norme est particulièrement pertinente dans un contexte où l'industrie du stockage de gaz liquéfiés rencontre des exigences réglementaires de plus en plus strictes. La standardisation qu’elle impose aide non seulement à promouvoir une culture de sécurité, mais aussi à optimiser les processus de fabrication et d’installation, rendant les opérations plus efficaces et fiables. En résumé, la norme EN 14620-2:2006 se distingue par son ampleur et sa pertinence dans le domaine du stockage des gaz liquéfiés, servant de guide incontournable pour les acteurs de l'industrie qui souhaitent garantir la qualité et la sécurité de leurs installations.
The EN 14620-2:2006 standard provides a comprehensive framework for the design and manufacture of site-built, vertical, cylindrical, flat-bottomed steel tanks intended for the storage of refrigerated, liquefied gases. Its primary focus is on metallic components, ensuring that the materials and construction methods utilized meet strict guidelines suitable for operating temperatures ranging from 0 °C to -165 °C. One of the significant strengths of this standard is its emphasis on general requirements for materials and construction practices. By establishing clear guidelines, EN 14620-2:2006 guarantees that tanks are designed to withstand the specific challenges posed by the storage of liquefied gases. This includes considerations for thermal insulation, corrosion resistance, and structural integrity, which are critical for maintaining safety and operational efficiency. Additionally, the standard addresses the importance of installation procedures, highlighting the need for compliance throughout the construction process. This ensures not only the reliability of the storage tanks but also promotes adherence to safety regulations, which is paramount in the handling of refrigerated liquefied gases. The scope of EN 14620-2:2006 is particularly relevant for companies involved in the chemical and gas industries, as it provides essential guidance on producing tanks that meet both industry standards and regulatory requirements. Moreover, the document takes into account the evolving nature of material science and engineering practices, allowing for flexibility in adopting newer technologies and methodologies while still maintaining safety and reliability standards. This adaptability further underlines the relevance of the EN 14620-2:2006 standard in a rapidly advancing field. Overall, the EN 14620-2:2006 standard serves as a crucial benchmark for the design and manufacture of metallic components in refrigerated liquefied gas storage tanks. Its detailed requirements ensure that the construction of such facilities prioritizes safety, structural integrity, and compliance with operational standards, making it a vital resource for industry professionals.
EN 14620-2:2006は、冷却された液化ガスの貯蔵用のサイトビルト型、垂直、円筒形、平底鋼タンクの金属部品に関する標準であり、特に0 °Cから-165 °Cの動作温度範囲内で機能する装置に焦点を当てています。この標準は、冷却液化ガス貯蔵タンクの設計、製造、および設置における金属部品の要件を明確に規定しており、その適用範囲は業界にとって非常に重要です。 この文書の強みは、冷却された液化ガスに特有の厳しい条件に耐えるための材料選定や設計基準についての詳細な指針を提供している点です。具体的には、腐食に強い材料の使用、圧力管理、温度制御に関する要件が含まれており、これにより安全かつ効率的な貯蔵が可能になります。また、設計、施工、設置の各段階において遵守すべき工業基準を規定しているため、使用者にとって実用的で操作しやすい文書となっています。 この標準は、冷却され液化されたガスの貯蔵に関わる技術者やエンジニアにとって不可欠な情報源であり、設計および製造における品質向上を促進します。市場における安全性と信頼性を確保するために、EN 14620-2:2006の基準に従うことは、その関連性を強調する要因です。このように、本標準は冷却された液化ガスの安全で効率的な取扱いを実現するための基礎となる重要な文書です。
이 문서는 EN 14620-2:2006 표준을 중심으로 다루고 있으며, 저온 및 액화 가스를 저장하기 위한 수직 원통형 강철 탱크의 금속 구성 요소에 대한 설계 및 제조 요건을 규정합니다. 이 표준은 0도에서 -165도까지의 작동 온도 범위에서 냉매 액화 가스를 안전하고 효율적으로 저장하기 위해 필요한 일반 요구사항을 명확히 하고 있습니다. EN 14620-2:2006의 주요 강점은 강력한 안전 기준을 제공한다는 점입니다. 이 표준은 강철 탱크의 재료 선택, 설계, 건설 및 설치에 대한 상세한 지침을 제공하여, 냉매 액화 가스의 위험 요소를 최소화합니다. 이러한 철저한 요구사항은 가스 저장소의 신뢰성과 내구성을 보장하며, 공정 중 발생할 수 있는 사고의 위험성을 줄여주는 중요한 역할을 합니다. 또한, 이 표준은 관련 산업에 매우 유용합니다. 산업계에서 EN 14620-2:2006을 준수하면 고객과 규제 기관 모두에게 더 높은 신뢰를 제공할 수 있으며, 이는 기업의 공신력을 높이는 데 기여할 수 있습니다. 따라서 이 표준의 적용은 현장의 실제 요구를 충족시키면서 유럽의 규제 요건을 효과적으로 준수하는 데 필수적입니다. 결론적으로, EN 14620-2:2006 표준은 강철 탱크의 설계와 제작에 있어 필수적인 지침을 제공하며, 액화 가스 산업에서의 안전성과 효율성을 보장하는 중요한 문서입니다. 이 표준을 통해 기업들은 더욱 엄격한 안전 기준을 준수할 수 있으며, 국제 규범에 따른 경쟁력을 강화할 수 있습니다.
Die Norm EN 14620-2:2006 legt klare und umfassende Anforderungen für die Materialien, das Design, die Konstruktion und die Installation der metallischen Komponenten von Stahlbehältern fest, die vor Ort errichtet werden. Diese Behälter sind speziell für die Lagerung von refrigerierten, verflüssigten Gasen vorgesehen, deren Betriebs temperaturen zwischen 0 °C und -165 °C liegen. Der Umfang dieser Norm ist essenziell, da sie nicht nur allgemeine Anforderungen für die Bauqualität definiert, sondern auch sicherstellt, dass die Behälter sicher und effizient betrieben werden können. Eine der größten Stärken der EN 14620-2:2006 ist ihre Fokussierung auf die spezifischen Eigenschaften von Stahlbehältern, die für die Lagerung von chemisch und physikalisch anspruchsvollen Stoffen genutzt werden. Durch die detaillierten Vorgaben bietet die Norm wertvolle Leitlinien zur Gewährleistung der Betriebssicherheit und Langlebigkeit dieser Anlagen. Die Anforderungen an die Materialien stellen sicher, dass nur hochwertige und geeignete Rohstoffe verwendet werden, die den extremen Betriebsbedingungen standhalten. Darüber hinaus werden durch festgelegte Konstruktionsmethoden potenzielle Sicherheitsrisiken minimiert, was für die Betreiber von Kühllagertanks von entscheidender Bedeutung ist. Diese Norm ist besonders relevant für Unternehmen, die in der chemischen Industrie oder im Bereich der Erdgaslagerung tätig sind, da sie hilft, Standards zu etablieren, die den gesetzlichen Vorgaben entsprechen und das Risiko von Unfällen verringern. Insgesamt unterstützt die EN 14620-2:2006 die Schaffung sicherer und effizienter Kühllagertanks und spielt eine zentrale Rolle in der europäischen Normungspraxis für die Lagerung von verflüssigten Gasen.
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