EN 13121-3:2008+A1:2010/AC:2011
(Corrigendum)GRP tanks and vessels for use above ground - Part 3: Design and workmanship
GRP tanks and vessels for use above ground - Part 3: Design and workmanship
2011-03-29 SJ: Please inform dataservice once published. OJ flag for 97/23 must be checked on WI 00210015 and both refs sent to the EC.
Oberirdische GFK-Tanks und -Behälter - Teil 3: Auslegung und Herstellung
Réservoirs et récipients en PRV pour applications hors sol - Partie 3: Conception et fabrication
Nadzemni rezervoarji iz armiranega poliestra - 3. del: Načrtovanje in izdelava - Popravek AC
Ta evropski standard podaja zahteve za načrtovanje, izdelavo, pregled, preskušanje in potrditev GRP rezervoarjev z ali brez termoplastične obloge, za shranjevanje ali obdelavo tekočin, tovarniško izdelanih ali zgrajenih na lokaciji, ki niso pod pritiskom oziroma so pod pritiskom do 10 barov, in so namenjeni nadzemni uporabi. Izraz rezervoarji, kot je uporabljen v tem evropskem standardu, zajema tudi veje do točke priključka na cevovod ali drugo opremo z vijaki in podporami, konzolami ali drugimi priključki, pritrjenimi neposredno na lupino. Poleg končnih zahteva, ta evropski standard prav tako zahteva, da so postavke iz točke 5 v celoti dokumentirane. Ta evropski standard zajema rezervoarje, izpostavljene temperaturam med - 40 °C in + 120 °C.
General Information
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Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Oberirdische GFK-Tanks und -Behälter - Teil 3: Auslegung und HerstellungRéservoirs et récipients en PRV pour applications hors sol - Partie 3: Conception et fabricationGRP tanks and vessels for use above ground - Part 3: Design and workmanship23.020.10UH]HUYRDUMLStationary containers and tanksICS:Ta slovenski standard je istoveten z:EN 13121-3:2008+A1:2010/AC:2011SIST EN 13121-3:2008+A1:2010/AC:2011en,fr,de01-november-2011SIST EN 13121-3:2008+A1:2010/AC:2011SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 13121-3:2008+A1:2010/AC
May 2011
Mai 2011
Mai 2011 ICS 23.020.10 English version Version Française Deutsche Fassung
GRP tanks and vessels for use above ground - Part 3: Design and workmanship
Réservoirs et récipients en PRV pour applications hors sol - Partie 3: Conception et fabrication
Oberirdische GFK-Tanks und -Behälter - Teil 3: Auslegung und Herstellung This corrigendum becomes effective on 4 May 2011 for incorporation in the three official language versions of the EN.
Ce corrigendum prendra effet le 4 mai 2011 pour incorporation dans les trois versions linguistiques officielles de la EN.
Die Berichtigung tritt am 4.Mai 2011 zur Einarbeitung in die drei offiziellen Sprachfassungen der EN in Kraft.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre:
Avenue Marnix 17,
B-1000 Brussels © 2011 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Tous droits d'exploitation sous quelque forme et de quelque manière que ce soit réservés dans le monde entier aux membres nationaux du CEN. Alle Rechte der Verwertung, gleich in welcher Form und in welchem Verfahren, sind weltweit den nationalen Mitgliedern von CEN vorbehalten. Ref. No.:EN 13121-3:2008+A1:2010/AC:2011 D/E/FSIST EN 13121-3:2008+A1:2010/AC:2011
Modification to
the Contents 10.6, replace "Flat circular ends" with "Bottoms". 2.
Modification to
Clause 1, Scope Paragraph 1, line 2, replace "Thermoplastics" with "thermoplastics". 3.
Modification to
3.12 Replace "design pressure (ρD)" with "design pressure (pD)". 4.
Modification to
Clause 4, Symbols and abbreviations Table 1, replace symbol "Θ" with symbol "θ". 5.
Modification to
5.3, Information to be prepared by the manufacturer Paragraph 5, line 1, replace "Tables 20 and 21" with "Tables 18 and 19". 6.
Modification to
6.1, General Paragraph 3, line 2, replace "(see Table 23)" with "(see Table 24)". 7.
Modification to
6.2.3, Resin based linings Paragraph 2, line 2, replace "ECR glass" with "ECR glass". 8.
Modification to
7.1, General Paragraph 5, line 3, replace "7.8.2" with "7.8.3". 9.
Modification to
7.3, Laminate construction Definitions below Table 3, Ui , replace "reinforcement" with "lamina". 10.
Modification to
7.3, Laminate construction Definitions below Table 3, Xi , replace "unit modulus" with "unit tensile modulus". 11.
Modification to
7.4, Lamina thickness Equation (1), replace "ti = [1/ρg+(100-mg)/(mg×ρr)]×10-3" with:
"ti = [1/ρg+(100-mg)/(mg×ρr)]×103". 12.
Modification to
7.5, Laminate properties Line 2, replace "basic laminae properties" with "basic lamina properties". 13.
Modification to
7.8.4.5, Derivation of partial design factor A3 Line 2, replace "Equation (6)" with "Equations (6a) and (6b)". 14.
Modification to
7.8.4.5, Derivation of partial design factor A3 Rename the first of the two Equations "(6)" as "(6a)" and the second as "(6b)". 15.
Modification to
8.2.3, Limiting strain for laminate εεεεL or lamina εεεεi Paragraph 2, line 1, replace "obtained either from Equation (10)" with "obtained from Equations (10a) and (10b)". 16.
Modification to
8.4, Laminate design Equation (10), replace "all × ulam =" with "all. Ulam =". SIST EN 13121-3:2008+A1:2010/AC:2011
Modification to
8.4, Laminate design Equation (10a), replace "Xlam = X1×m1×n1+u2×m2×n2 …….ui×mi×ni" with: "Xlam = X1×m1×n1+X2×m2×n2 …….Xi×mi×ni". 18.
Modification to
8.4, Laminate design Replace Equation "(10)" with "(10a)" and "(10a)" with "(10b)". 19.
Modification to
8.4, Laminate design Definition ui, replace "is the allowable tensile unit load carrying capacity of lamina layer I" with "is the tensile unit load carrying capacity of lamina layer I". 20.
Modification to
8.4, Laminate design Definition Xlam replace "N/mm per kg/m2" with "N/mm". 21.
Modification to
9.2.2, Wind Add "NOTE Reference can be made to EN 1991-1-4.". 22.
Modification to
9.2.7, Personnel loading Add “Snow and access loads shall not be considered to act together.” as last paragraph. 23.
Modification to
9.4.2, Pressure Paragraph 1, line 1, replace pressure "ρD" with pressure "pD". 24.
Modification to
9.4.2, Pressure Last paragraph, line 1, replace "ρD" with "pD". 25.
Modification to
9.4.2, Pressure Last paragraph, delete the text “Snow and access loads shall not be considered to act together.”. 26.
Modification to
10.1, Symbols and units Delete "dr mm diameter of neutral axis of stiffener ring". 27.
Modification to
10.1, Symbols and units Delete symbols not used in the standard: "tck mm thickness cylinder knuckle area"; "tover mm thickness overlapping laminate"; "tShell
mm thickness shell at branch position". 28.
Modification to
10.1, Symbols and units Add symbol "t
mm thickness of shell". 29.
Modification to
10.1 Symbols and units Unit for PS, replace "N/mm" with "N/mm2". 30.
Modification to
10.2.2, Combined axial loading Equation (13), replace "qx,m =" with "qx,M =". 31.
Modification to
10.2.2, Combined axial loading Equation (15), replace "qx,c = qx,M + qxW + qx,p" with "qx,c = qx,M + qxW + qx,p". SIST EN 13121-3:2008+A1:2010/AC:2011
Modification to
10.2.2, Combined axial loading First line on page 34, after Equation (15), replace "where qxW is the" with "where qx,W is the". 33.
Modification to
10.2.2, Combined axial loading Equation (16), replace "qx,c = qx,M + qx,W - qx,p" with "qx,c = qx,M + qxW - qx,p". 34.
Modification to
10.2.2, Combined axial loading Equation (17), replace "qx,c = qx,p + qx,M + qx,W" with "qx,c = qx,p + qx,M + qx,W". 35.
Modification to
10.2.2, Combined axial loading Last but one paragraph, line 1, replace "Equation (10)" with "Equation (10a)". 36.
Modification to
10.3.2, Critical axial buckling load Last paragraph, replace "the equation for k for such sections is given by" with "k for such sections is given by Equations (19) and (20)". 37.
Modification to
10.3.2, Critical axial buckling load Add definition "t
is the wall at the cut-out". 38.
Modification to
10.3.2, Critical axial buckling load Add reference to 10.6.3.3.5 Cut-outs in a skirt. 39.
Modification to
10.3.3, Critical circumferential buckling pressure Equations (21) and (22), Eϕb should be Eφb. 40.
Modification to
10.3.5, Critical buckling pressure for cylindrical Equation (24), Eϕb should be Eφb. 41.
Modification to
10.3.5, Critical buckling pressure for cylindrical Replace Equation "(24)" with "(24a)" and "(24a)" with "(24b)". 42.
Modification to
10.3.5, Critical buckling pressure for cylindrical b), delete the text "for example see Figure 8". 43.
Modification to
10.4.1, General requirements First paragraph, replace "10.4" with "Figure 4a) and 4b)". 44.
Modification to
10.4.1, General requirements Paragraph 2, line 1, replace "Thermoplastics" with "thermoplastics". 45.
Modification to
10.4.1, General requirements Paragraph 2, line 2 replace "R" with "r". 46.
Modification to
10.4.1, General requirements Figure 4a), replace the knuckle radius "R" with "r". 47.
Modification to
10.4.1, General requirements Figure 4a), replace the half apex angle "φ" with "Φ". SIST EN 13121-3:2008+A1:2010/AC:2011
Modification to
10.4.1, General requirements Text below Figure 4a), replace "Thermoplastics" with "thermoplastics". 49.
Modification to
10.4.3.1, Circumferential unit loading in cone Equation (25), replace "qΦ = pD×Dk/(2cosΦ)" with "qΦ = pD×Dk/(2cosΦ)". 50.
Modification to
10.4.3.1, Circumferential unit loading in cone Last paragraph, replace Equation "(10)" with Equation "(10a)". 51.
Modification to
10.4.3.2, Axial unit load in cone to knuckle junction Paragraph above Table 7, replace "Equation (10)" with "Equation (10a)". 52.
Modification to
10.4.3.2, Axial unit load in cone to knuckle junction Table 7, title, replace the concentration factor "Kc1" with "Kc1". 53.
Modification to
10.4.3.2, Axial unit load in cone to knuckle junction Paragraph above Table 8, replace Equation "(10)" with Equation "(10a)". 54.
Modification to
10.4.3.2, Axial unit load in cone to knuckle junction Table 8, replace "tc/D" with "tk/D". 55.
Modification to
10.4.3.2, Axial unit load in cone to knuckle junction Last paragraph, replace "Equation (10)" with "Equation (10a)". 56.
Modification to
10.4.4.1, Strength requirement Paragraph 1, line 1, replace "Equation (26)" with "Equation (25)". 57.
Modification to
10.4.4.1, Strength requirement Paragraph 1, line 2, replace "Equation (10)" with "Equation (10a)". 58.
Modification to
10.4.4.1, Strength requirement Paragraph 1, line 2, replace "Equation (26) to (28)" with "Equation (25) to (27)". 59.
Modification to
10.4.4.2.2, Critical radial buckling pressure pc Equation (29), replace "Eϕb" with "Eφb" and "Ex" with "Ex". 60.
Modification to
10.4.4.2.2, Critical radial buckling pressure pc Equation (30), replace "Eϕb" with "Eφb". 61.
Modification to
10.4.4.2.3, Axial compressive load Equation (31), replace "Eϕb" with "Eφb". 62.
Modification to
10.4.4.2.4, Combined axial and radial compressive Equation (34), replace "(qx×F/uc)1,25+(pD×F/pc)1,25 ≤ F" with "(qx×F/uc)1,25+(pD×F/pc)1,25 ≤ 1". 63.
Modification to
10.4.5.1, Covers subjected to internal pressure Paragraph 1, line 2, replace "For covers outside these parameters the covers" with
"If Φ > 75º the covers". SIST EN 13121-3:2008+A1:2010/AC:2011
Modification to
10.4.5.1, Covers subjected to internal pressure Equation (35), replace "qx = αb×pD×1/sinφ×cosφ×(D/tk)1+Bb×tk" with
"qx = αb×pD×1/sinφ×cosφ×(D/tk)1+βb×tk". 65.
Modification to
10.4.5.1, Covers subjected to internal pressure Equation (36a), replace "αb = 51,6×(r/D)2+7,6×(r/D)+0,13" with
"αb = -64×(r/D)2+7,6×(r/D)+ 0,13". 66.
Modification to
10.4.5.1, Covers subjected to internal pressure Equation (36b), replace "βb = 51,6× (r/D)1,6-8,18×(r/D)+0,52" with
"βb = 51,6× (r/D)2-8,18× (r/D)+0,52". 67.
Modification to
10.4.5.1, Covers subjected to internal pressure Last paragraph, replace "Equation (10)" with "Equation (10a)". 68.
Modification to
10.4.5.2, Covers subjected to external pressure Paragraph 1, line 1, replace "Equation (37)" with "Equation (37a)". 69.
Modification to
10.4.5.2 Covers subjected to external pressure Equation (37), replace "Eb" with "Eb". 70.
Modification to
10.4.5.2, Covers subjected to external pressure Replace Equations "(37)" and "(37a)" with "(37a)" and "(37b)". 71.
Modification to
10.5.1, General requirements Figure 8, replace the depth of end "l" with "hi". 72.
Modification to
10.5.2, Dished ends subject to internal pressure Paragraph below Equation (38), replace Equation "(41)" with "(38)". 73.
Modification to
10.5.2, Dished ends subject to internal pressure Paragraph above Table 9, replace "Equation (10)" with "Equation (10a)". 74.
Modification to
10.5.2, Dished ends subject to internal pressure Table 9, replace hi/D = 0,25, t/D = "0,01" with hi/D = 0,25, t/D = "0,005". 75.
Modification to
10.6, Flat circular ends Replace in the title "Flat circular ends" with "Bottoms". 76.
Modification to
10.6.1.2 Dished ends subject to internal pressure Paragraph above Equation (49), replace "Equation (10)" with "Equation (10a)". 77.
Modification to
10.6.1.3 Equation (50), replace "qx1 =" with "qxk1 =". 78.
Modification to
10.6.1.3 Equation (51), replace "qx1 =" with "qxk1 =". 79.
Modification to
10.6.1.3 Equation (54), replace "qkx =" with "qxk =". SIST EN 13121-3:2008+A1:2010/AC:2011
Modification to
10.6.1.3 Paragraph below Equation (54), replace "Equation (10)" with "Equation (10a)". 81.
Modification to
10.6.2, Vessels with flat bases subjected to pressure Note, replace "see 12.5.3" with "see 12.5". 82.
Modification to
10.6.3.3.1, General Figure 12a), replace "tz = t + to2" with "tz = t + to". 83.
Modification to
10.6.3.3.1, General Figure 12c), replace "≥ (D * tBk)½ " with "≥ (D × tbk)½ ". 84.
Modification to
10.6.3.3.2, Unit load for lower part of cylinder region 1 Equation (57), replace "αϕ" with "αφ". 85.
Modification to
10.6.3.3.2, Unit load for lower part of cylinder region 1 Paragraph above Equation (58), replace "Equation (10)" with "Equation (10a)". 86.
Modification to
10.6.3.3.2, Unit load for lower part of cylinder region 1 Equation (58), replace "± qx,∆T/A5" with "± qx,∆T/A5". 87.
Modification to
10.6.3.3.3, Unit load for lower part of skirt, region 2 Equation (59), replace "qx,Sku,p = 6 × C × p × D" with "qx,Sku,p = 6 × C × pD × D".
88.
Modification to
10.6.3.3.3, Unit load for lower part of skirt, region 2 Equation (60), replace "αϕ" with "αφ". 89.
Modification to
10.6.3.3.3, Unit load for lower part of skirt, region 2 Paragraph above Equation (61), replace "Equation (10)" with "Equation (10a)". 90.
Modification to
10.6.3.3.3, Unit load for lower part of skirt, region 2 Equation (61), replace "qx,skup ± qx,sku,∆T/A5" with "qx,Sku,p ± qx,Sku,∆T/A5". 91.
Modification to
10.6.3.3.3, Unit load for lower part of skirt, region 2 Equation (62), replace "Lcsku ≥ (D×tsku)½ " with "Lc,Sku ≥ (D×tSku)½ ". 92.
Modification to
10.6.3.3.3, Unit load for lower part of skirt, region 2 Last paragraph, line 1, replace "Equation (10)" with "Equation (10a)". 93.
Modification to
10.6.3.3.3, Unit load for lower part of skirt, region 2 Last paragraph, line 2, replace "uc/qx,sk ≥ F" with "uc/qx,Sk ≥ F". 94.
Modification to
10.6.3.3.3, Unit load for lower part of skirt, region 2 Last paragraph, line 3, replace "Table 6or" with "Table 6 or". 95.
Modification to
10.6.3.3.4, The unit load in the knuckle region, region 3 Paragraph 1, line 1, replace "knuckle qk," with "knuckle qk,p". 96.
Modification to
10.6.3.3.4, The unit load in the knuckle region, region 3 Paragraph 1, line 2, replace "dome ends" with "dished ends". SIST EN 13121-3:2008+A1:2010/AC:2011
Modification to
10.6.3.3.4, The unit load in the knuckle region, region 3 Equation (66), replace "qk = qk, p +" with "qk = qk,p +". 98.
Modification to
10.6.3.3.4, The unit load in the knuckle region, region 3 Paragraph below Equation (66), replace "Equation (10)" with "Equation (10a)". 99.
Modification to
10.6.3.3.4, The unit load in the knuckle region, region 3 Equation (67), replace "Lc ≥ (D×tk)½ " with "Lc ≥ (D×tbk)½ ". 100.
Modification to
10.6.3.3.4, The unit load in the knuckle region, region 3 Equation (68), replace "qover ≥ qx, p" with "qover ≥ qx,p". 101.
Modification to
10.6.3.3.4, The unit load in the knuckle region, region 3 First paragraph on page 57 (below Equation (68), replace "D < 2 mm" with "D < 2 m". 102.
Modification to
10.6.3.3.4, The unit load in the knuckle region, region 3 Equation (69), replace "+0,2×ρD×D" with "+0,2×pD×D". 103.
Modification to
10.6.3.3.4, The unit load in the knuckle region, region 3 Paragraph below Equation (69), replace "Equation (10)" with "Equation (10a)". 104.
Modification to
10.6.3.3.4, The unit load in the knuckle region, region 3 Equation (70), replace "τover = qover/loverandτover ≤ τ/K" with "τover = qover/lover and τover ≤ τ/K". 105.
Modification to
10.6.3.3.5, Cut-outs in a skirt Equation (72), replace "qx = (WD/Ac)+[(4×MD+WD)/Wc]" with "qx = (WD/Ac)+(MD+WDec)/Zc". 106.
Modification to
10.6.3.3.5, Cut-outs in a skirt Equation (73), replace "Ac = D × tsk × [π-αc]" with "Ac = D × tSk × [π-αc]". 107.
Modification to
10.6.3.3.5, Cut-outs in a skirt Equation (74), replace "Wc =" with "Zc =". 108.
Modification to
10.6.3.3.5, Cut-outs in a skirt Last paragraph on page 57, replace "tsk" with "tSk". 109.
Modification to
10.7.1, General Paragraph 2, line 2, replace "Thermoplastics" with "thermoplastics". 110.
Modification to
10.7.1, General Paragraph 3, line 1, replace "Equation (10)" with "Equation (10a)". 111.
Modification to
10.7.1, General Equation (77), replace "LS =" with "Lj =". 112.
Modification to
10.7.1, General Figure 14, title, replace "Thermoplastics" with "thermoplastics". 113.
Modification to
10.8.1, General Paragraph 3, line 2, replace "in domed heads" with "in dished heads". SIST EN 13121-3:2008+A1:2010/AC:2011
Modification to
10.8.2, Symbols Replace, ta , replace "(= t+ t1+ t2)" with "(= tc+ t1+ t2)". 115.
Modification to
10.8.3, Compensation requirements for openings Equation (79), replace "νA = 1,5×[1+dc/2(D×tc)½]" with "νA = 1,5×[1+dc/2(D×ta)½]". 116.
Modification to
10.8.3, Compensation requirements for openings Equation (80), replace "qmax ≤ all ×⋅ULam + all × Uc" with "qmax ≤ all.ULam + all.Uc". 117.
Modification to
10.8.3, Compensation requirements for openings Paragraph below Equation (80), replace "Equation (10)" with "Equation (10a)". 118.
Modification to
10.8.3, Compensation requirements for openings Figure 15a), replace wall "t" with "tc". 119.
Modification to
10.8.4, Pull out load Equation (83), repla
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Frequently Asked Questions
EN 13121-3:2008+A1:2010/AC:2011 is a corrigendum published by the European Committee for Standardization (CEN). Its full title is "GRP tanks and vessels for use above ground - Part 3: Design and workmanship". This standard covers: 2011-03-29 SJ: Please inform dataservice once published. OJ flag for 97/23 must be checked on WI 00210015 and both refs sent to the EC.
2011-03-29 SJ: Please inform dataservice once published. OJ flag for 97/23 must be checked on WI 00210015 and both refs sent to the EC.
EN 13121-3:2008+A1:2010/AC:2011 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.
EN 13121-3:2008+A1:2010/AC:2011 has the following relationships with other standards: It is inter standard links to EN 13121-3:2016, EN 13121-3:2008+A1:2010. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.
EN 13121-3:2008+A1:2010/AC:2011 is associated with the following European legislation: EU Directives/Regulations: 97/23/EC; Standardization Mandates: M/071. When a standard is cited in the Official Journal of the European Union, products manufactured in conformity with it benefit from a presumption of conformity with the essential requirements of the corresponding EU directive or regulation.
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Die Norm EN 13121-3:2008+A1:2010/AC:2011 behandelt die Gestaltung und Ausführung von glasfaserverstärkten Kunststoffen (GRP) für oberirdische Tanks und Behälter. Der Umfang der Norm umfasst spezifische Anforderungen und Richtlinien, die sicherstellen, dass Tanks und Behälter aus GRP hinsichtlich ihrer strukturellen Integrität und Sicherheit im Betrieb optimiert sind. Ein herausragendes Merkmal dieser Norm ist die Betonung der Werkstoffqualität und der konstruktiven Gestaltung, die für die Langlebigkeit und die Leistungsfähigkeit der Tanks von entscheidender Bedeutung sind. Die detaillierten Anforderungen an die Herstellung und Prüfung von GRP-Behältern fördern nicht nur die Sicherheit, sondern erhöhen auch die Zuverlässigkeit der Produkte im praktischen Einsatz. Ein weiterer wichtiger Aspekt der EN 13121-3 ist die Berücksichtigung von Umwelteinflüssen und chemischen Beständigkeiten, die für die Anwendung von GRP-Tanks unerlässlich sind. Durch die Festlegung von Prüfmethoden zur Evaluierung der Widerstandsfähigkeit gegen verschiedene Chemikalien wird sichergestellt, dass die Tanks den spezifischen Anforderungen ihrer Einsatzgebiete gerecht werden. Die Relevanz dieser Norm ist besonders ausgeprägt im Kontext von Regulierungen, da sie die Einhaltung von sicherheits- und umwelttechnischen Standards unterstützt. Herstellern und Anwendern von GRP-Behältern wird durch die klar definierten Richtlinien ermöglicht, qualitativ hochwertige und sichere Produkte auf den Markt zu bringen, die sowohl den aktuellen als auch zukünftigen Anforderungen und Vorschriften entsprechen. Zusammengefasst bietet die EN 13121-3:2008+A1:2010/AC:2011 eine umfassende Grundlage für die Gestaltung und Ausführung von GRP-Tanks und -Behältern, die sowohl in technischen als auch wirtschaftlichen Aspekten von Bedeutung ist. Sie ist ein unverzichtbares Dokument für die Branche, um die Sicherheit und Effizienz der Produkte zu gewährleisten.
EN 13121-3:2008+A1:2010/AC:2011標準は、地上に設置されるGRP (ガラス繊維強化プラスチック) タンクおよび容器の設計と制作に関するガイドラインを提供しています。この標準の範囲は、GRPタンクが安全かつ効率的に使用されるために必要な設計基準や作業手順を明確化することにあります。このような明確な指針は、関係者が意図した運用環境で求められる性能を達成するために非常に重要です。 標準の強みとしては、設計と製作に関する包括的なガイドラインを提供している点が挙げられます。特に、GRPタンクの耐久性や環境への適応性を考慮した設計指針により、実際の運使用において安全性を確保しつつ、資源の効率的な利用を促進します。また、標準は業界の最新の技術動向や材料科学の進歩を反映しており、関係者が最新の情報に基づいて意思決定を行えるよう支援します。 さらに、この標準は法規制との整合性を持つため、特に97/23号指令に基づく安全基準に適合する設計を目指す上で、極めて重要です。これにより、GRPタンクは欧州全域での使用が可能となり、その国際的な競争力を高めることができます。標準は、GRPタンクおよび容器の設計者やメーカーにとって、信頼性の高い基準として広く受け入れられており、業界内でのベストプラクティスに寄与するものです。 このように、EN 13121-3:2008+A1:2010/AC:2011は、GRPタンクの設計と仕上げにおける標準化の重要な要素を提供しており、その適用範囲と関連性は特に高く評価されています。
La norme SIST EN 13121-3:2008+A1:2010/AC:2011 traite de la conception et de l'exécution des réservoirs et des bâches en plastique renforcé de fibres de verre (GRP) destinés à un usage en surface. Cette norme joue un rôle crucial dans l'industrie, en fournissant des directives claires qui améliorent la sécurité et la durabilité des installations. L'un des points forts de cette norme est son approche structurée et détaillée, qui aborde tous les aspects de la conception des réservoirs GRP. Cela inclut des spécifications sur les matériaux, les méthodes de fabrication, ainsi que sur l'évaluation et les essais nécessaires pour garantir la qualité et la performance des produits finis. En ce sens, elle assure une harmonisation dans le secteur, ce qui est essentiel pour la conformité aux exigences réglementaires et aux attentes des clients. De plus, la norme souligne l'importance de la compétence des fabricants et de la formation des personnels impliqués dans la fabrication et l'installation, renforçant ainsi la fiabilité des réservoirs GRP. Cela contribue à réduire les risques associés à l'utilisation de ces installations, en promouvant des pratiques de travail sûres et efficaces. La pertinence de la norme SIST EN 13121-3:2008+A1:2010/AC:2011 se manifeste également dans le contexte européen, où la coordination avec la directive 97/23 sur les équipements sous pression est soulignée. Cela permet aux utilisateurs de s'assurer que les réservoirs GRP répondent non seulement aux standards de qualité mais également aux exigences de sécurité réglementaires au niveau communautaire. En conclusion, cette norme est essentielle pour tout acteur de l'industrie des réservoirs et des bâches en GRP, car elle établit des fondations solides pour la conception et l'exécution, tout en contribuant à la sécurité et à la durabilité des installations.
The standard EN 13121-3:2008+A1:2010/AC:2011 provides comprehensive guidelines on the design and workmanship of Glass Reinforced Plastic (GRP) tanks and vessels intended for above ground applications. Its scope emphasizes both the structural integrity and the manufacturing processes necessary to ensure reliability and safety. One of the strengths of this standard lies in its detailed approach to design specifications, which aligns with industry best practices, ensuring that GRP products are built to withstand various environmental conditions. The inclusion of criteria for material selection, joint design, and testing methods enhances the standard's applicability across diverse sectors, promoting safety and durability in operations. Moreover, EN 13121-3:2008+A1:2010/AC:2011 addresses workmanship standards, thereby establishing a quality benchmark that manufacturers can rely on for consistent product output. This focus on craftsmanship is crucial for maintaining the performance and longevity of GRP tanks and vessels, making this standard highly relevant in today's market where quality assurance is paramount. Additionally, the standard's relevance is further underscored by its alignment with European directives and regulations, ensuring compliance for manufacturers operating within the European Union. By integrating safety, quality, and regulatory considerations, EN 13121-3 serves as an essential framework for professionals involved in the design, manufacturing, and utilization of GRP tanks and vessels, reinforcing the industry's commitment to excellence and innovation.
EN 13121-3:2008+A1:2010/AC:2011 표준은 지상에 사용되는 유리 섬유 강화 플라스틱(GRP) 탱크 및 용기의 설계와 품질을 규명하는 데 중점을 두고 있습니다. 이 표준은 안전하고 효율적인 GRP 구조물의 제작을 위해 필수적인 요구 사항과 지침을 제공합니다. 이 표준의 범위는 GRP 탱크와 용기를 설계하고 제작하는 데 필요한 기술적 사양을 명확히 하고 있습니다. 특히, 재료 선택, 구조적 강도, 내구성 및 품질 관리 과정에 대한 명확한 가이드라인을 포함하고 있어, 제조업체와 사용자 모두에게 실용적인 혜택을 제공합니다. EN 13121-3의 강점은 그 포괄성에 있습니다. 설계와 workmanship에 대한 세부사항을 수록하고 있어, 다양한 응용 분야에 적합한 GRP 탱크와 용기의 제작을 가능하게 합니다. 이는 사용자가 탱크와 용기가 직면할 수 있는 여러 환경적 도전, 예를 들어 화학 물질 노출이나 온도 변화 등에 적절히 대응할 수 있도록 합니다. 또한, 이 표준은 유럽의 여러 규제와 일치하여 GRP 제품의 안전과 효율성을 보장하는 기초를 마련하고 있습니다. 이를 통해, 사용자는 법적 요구 사항을 충족하면서도 최적의 성능을 발휘할 수 있는 제품을 확보할 수 있습니다. 이와 같은 점들 덕분에 EN 13121-3는 GRP 탱크 및 용기와 관련된 산업에서 필수적인 기준으로 자리잡고 있으며, 다양한 분야로의 확장성을 제공합니다. 이를 통해 GRP 탱크의 사용 및 설계에 대한 신뢰성과 일관성을 높일 수 있습니다.
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