EN 16261-3:2012

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Pyrotechnische Gegenstände - Feuerwerkskörper, Kategorie 4 - Teil 3: PrüfverfahrenArticles pyrotechniques - Artifices de divertissement, Catégorie 4 - Partie 3: Méthodes d'essaiPyrotechnic articles - Fireworks, Category 4 - Part 3: Test methods71.100.30Eksplozivi. PirotehnikaExplosives. PyrotechnicsICS:Ta slovenski standard je istoveten z:EN 16261-3:2012SIST EN 16261-3:2013en,fr,de01-julij-2013SIST EN 16261-3:2013SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 16261-3
December 2012 ICS 71.100.30 English Version
Pyrotechnic articles - Fireworks, Category 4 - Part 3: Test methods
Articles pyrotechniques - Artifices de divertissement, Catégorie 4 - Partie 3: Méthodes d'essai
Pyrotechnische Gegenstände - Feuerwerkskörper, Kategorie 4 - Teil 3: Prüfverfahren This European Standard was approved by CEN on 20 July 2012.
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, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom.
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B-1000 Brussels © 2012 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 16261-3:2012: ESIST EN 16261-3:2013

Mechanical Conditioning (Shock Apparatus) . 15 Annex B (informative)
Procedures for calculation of heights . 18 Annex C (informative)
Calculation method for safety-/protection distance . 22 Annex D (informative)
Overview of essential safety requirements and corresponding clauses of all parts of EN 16261 . 23 SIST EN 16261-3:2013

Relationship between this European Standard and the Essential Requirements of EU Directive 2007/23/EC on the placing on the market of pyrotechnic articles . 24 Bibliography . 25
±= 2,5) °C. 5.7.2 Up to (75
±= 2,5) °C. 5.8 Sound level meter. Sound level meter of class 1 conform to EN 61672-1 with a free-field microphone. 5.9 Shock apparatus. The apparatus shall provide a deceleration of 490 m/s2 (-50/+100) m/s2 (when measured at the centre of an unloaded platform) and the shock impulse duration (time elapsed from the starting of the machine's deceleration to the time in which the deceleration reaches its maximum value during each first shock pulse) shall be 2 ms ± 1 ms working at a frequency of 1 Hz ± 0,1 Hz. An example of an apparatus is shown in Annex A. 5.10 Devices for measuring heights. Heights shall be measured using universal surveying instruments (USI) such as theodolites, electronic spirit levels or video (visible and/or infrared) systems. Examples of measuring methods and the calculation of the height are given in Annex B. 5.11 Goniometer. Goniometer reading to 1° or better. 5.12 Mortar. The rising height of shells depends particularly on the clearance of the shell in the mortar (ratio of the maximum cross section area of the shell (AShell) to the inner cross section area of the mortar (Amortar)), also designated as "Q". Q is the ratio of the outer diameter of the shell (do,shell, including the fuse to the lifting charge) squared over the inner diameter of the mortar (di,mortar) squared. The outer diameter of the shell shall be measured horizontally at the place of largest diameter including the fuse to the lifting charge. The following conditions shall be achieved: 98,09,0mortari,2shello,2mortarshell≤==≤ddAAQ SIST EN 16261-3:2013

shello,2mortari,shello,21,102,1ddd⋅≤≤⋅ cor calibre ≤ 100 mm, a wider tolerance can be accepted. The following conditions shall be achieved:
98,083,0*100≤≤≤Q
shello,2mortari,*shello,22,1(02,1ddd⋅≤≤⋅ Another determining factor influencing the rising height is the length of the mortar (lmortar) – length from the mortar muzzle to the mortar ground.
The dimensions of the mortar may also be determined from Figures 1, 2 and 3.
Key X calibre of the shell (mm) Y internal diameter of the mortar (mm) Figure 1 — Dimensions of the mortars for spherical shells – Calibre above 100 mm SIST EN 16261-3:2013

Key X calibre of the shell (mm) Y internal diameter of the mortar (mm) Figure 2 — Dimensions of the mortars for spherical shells – Calibre up to 100 mm SIST EN 16261-3:2013

Key X calibre of the shell (mm) Y inside length of the mortar (mm)
lmortar = 6 X dn + 70
lmortar = 4 X dn + 120 4 X dn + 120 ≤ lmortar (mm) ≤ 6 X dn + 70
dn nominal calibre Figure 3 — Range of the mortar length for spherical shells
6 Test methods NOTE Any equivalent method with the same sensitivity and the same accuracy or better might be used. 6.1 Construction and stability 6.1.1 Outer dimension of item 6.1.1.1 Apparatus  Ruler (see 5.3). 6.1.1.2 Procedure Use the ruler to measure the outer dimensions of the tested article to the nearest of 1,0 mm and record the results. SIST EN 16261-3:2013

Key 1 base of firework 2 tube of mine, Roman candle or shot tube Figure 4 — Determination of tube angle SIST EN 16261-3:2013
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