BS EN ISO 14122-3:2016 Licensed copy:Royal Haskoning, 14/06/2017, Uncontrolled Copy, © BSI BSI Standards Publication
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BS EN ISO 14122-3:2016
Licensed copy:Royal Haskoning, 14/06/2017, Uncontrolled Copy, © BSI
BSI Standards Publication
Safety of machinery — Permanent means of access to machinery Part 3: Stairs, stepladders and guard-rails (ISO 14122-3:2016)
BS EN ISO 14122-3:2016
BRITISH STANDARD
National foreword This British Standard is the UK implementation of EN ISO 14122-3:2016. It supersedes BS EN ISO 14122-3:2001+A1:201 which is withdrawn. The UK participation in its preparation was entrusted to Technical Committee B/208/1, Stairs and walkways - Industrial stairs. A list of organizations represented on this committee can be obtained on request to its secretary. This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. © The British Standards Institution 2016. Published by BSI Standards Limited 2016 ISBN 978 0 580 84645 8 ICS 13.110
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Compliance with a British Standard cannot confer immunity from legal obligations. This British Standard was published under the authority of the Standards Policy and Strategy Committee on 30 June 2016. Amendments/corrigenda issued since publication Date
Text affected
EN ISO 14122-3
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BS EN ISO 14122-3:2016
EN ISO 14122-3:2016 (E)
European foreword This document (EN ISO 14122-3:2016) has been prepared by Technical Committee ISO/TC 199 “Safety of machinery” in collaboration with Technical Committee CEN/TC 114 “Safety of machinery” 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of an identical text or by endorsement, at the latest by December 2016, and conflicting national standards shall be withdrawn at the latest by December 2016. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN [and/or CENELEC] shall not be held responsible for identifying any or all such patent rights. This document supersedes EN ISO 14122-3:2001.
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This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports essential requirements of EU Directive(s). For relationship with EU Directive(s), see informative Annex ZA, which is an integral part of this document. According to the CEN-CENELEC Internal Regulations, the national standards organizations 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, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. Endorsement notice The text of ISO 14122-3:2016 has been approved by CEN as EN ISO 14122-3:2016 without any modification.
3
BS EN ISO 14122-3:2016 EN ISO 14122-3:2016 (E)
Annex ZA (informative) Relationship between this European Standard and the essential requirements of Directive 2006/42/EC machinery, and amending Directive 95/16/EC (recast) [2006 L157] aimed to be covered
This European Standard has been prepared under a Commission’s standardization request M/396 to provide one voluntary means of conforming to essential requirements of Directive 2006/42/EC of the European Parliament and of the Council of 17 May 2006 on machinery, and amending Directive 95/16/EC (recast) [2006 L157].
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Once this standard is cited in the Official Journal of the European Union under that Directive, compliance with the normative clauses of this standard given in Table ZA.1 confers, within the limits of the scope of this standard, a presumption of conformity with the corresponding essential requirements of that Directive, and associated EFTA regulations. Table ZA.1 — Correspondence between this European Standard and Directive 2006/42/EC [2006 L157] Essential Requirements of Directive 2006/42/EC
Clause(s) / subclause(s) of this EN
1.5.15 “Risks of slipping, tripping or falling”
All
1.6.2 “Access to operating position and service points”
All
Remarks / Notes
WARNING 1 — Presumption of conformity stays valid only as long as a reference to this European Standard is maintained in the list published in the Official Journal of the European Union. Users of this standard should consult frequently the latest list published in the Official Journal of the European Union. WARNING 2 — Other Union legislation may be applicable to the product(s) falling within the scope of this standard. IMPORTANT: Compliance with the requirements of EN ISO 14122-1 and a relevant access-specific part of EN ISO 14122 is necessary to achieve presumption of conformity.
4
BS EN ISO 14122-3:2016
ISO 14122-3:2016(E)
Contents
Page
Foreword ........................................................................................................................................................................................................................................ iv
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Introduction..................................................................................................................................................................................................................................v 1
Scope ................................................................................................................................................................................................................................. 1
2
Normative references ...................................................................................................................................................................................... 1
͵
ϐ ..................................................................................................................................................................................... 1
4
General requirements ..................................................................................................................................................................................... 6 4.1 Construction and materials.......................................................................................................................................................... 6 4.2 Design and construction for the structure and the steps ................................................................................... 6
ͷ
ϐ
................................................................................................................................ 6
ϐ
.............................................................................................................. 7
ϐ
Ǧ ................................................................................................................. 9 Ǥͳ
Ǧǡ ..................................................................................... 9 7.2 Guard-rails and handrails for stairs and handrails for step ladders...................................................... 11 7.3 Additional fall-protection when steps, stairs or ladders are near guard-rails of working platforms ............................................................................................................................................................................ 13 7.4 Gates.............................................................................................................................................................................................................. 13
ͺ
ϐ
...............................................................................................................................................14 8.1 General ........................................................................................................................................................................................................ 14 8.2 Testing of guard-rails...................................................................................................................................................................... 14 8.2.2 Testing procedure ........................................................................................................................................................ 16 8.3 Testing of steps of a stair ............................................................................................................................................................. 17 8.4 Testing of stepladders .................................................................................................................................................................... 19
Annex A (informative)ϐ
ͳͶͳʹʹ previous edition .................................................................................................................................................................................................20 ............................................................................................................................................................................................................................. 22
© ISO 2016 – All rights reserved
iii
BS EN ISO 14122-3:2016
ISO 14122-3:2016(E)
Foreword ISO (the International Organization for Standardization) is a worldwide federation of national standards ȋ ȌǤ
Ǥ
committee has been established has the right to be represented on that committee. International organizations, governmental and non-governmental, in liaison with ISO, also take part in the work.
ȋ Ȍ electrotechnical standardization. The procedures used to develop this document and those intended for its further maintenance are described in the ISO/IEC Directives, Part 1. In particular the different approval criteria needed for the
Ǥ
editorial rules of the ISO/IEC Directives, Part 2 (see www.iso.org/directives).
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Ǥ
Ǥ ϐ
Ȁ on the ISO list of patent declarations received (see www.iso.org/patents).
constitute an endorsement.
ϐ
assessment, as well as information about ISO’s adherence to the WTO principles in the Technical Barriers to Trade (TBT), see the following URL: Ȅ. The committee responsible for this document is ISO/TC 199, Safety of machinery.
ϐȋ ͳͶͳʹʹǦ͵ǣʹͲͲͳȌ
revised. It also incorporates the Amendment ISO 14122-3:2001/Amd 1:2010. ISO 14122 consists of the following parts, under the general title Safety of machinery — Permanent means of access to machinery: — ͷǣ
ϔ
— Part 2: Working platforms and walkways — Part 3: Stairs, stepladders and guard-rails — Part 4: Fixed ladders ǡ
ǡǤ
iv
© ISO 2016 – All rights reserved
BS EN ISO 14122-3:2016
ISO 14122-3:2016(E)
Introduction Ǧ ͳʹͳͲͲǤ ǡ
ǡ
ǣ — machine manufacturers (small, medium and large enterprises); Ȅ ȋǡ
ǡ
ǡ
ǤȌǤ
Ǧǣ Ȅ
ȀȋǡȌǢ Ȅ
ȀȋǤǤǡ
ȌǢ — service providers, e.g. for maintenance (small, medium and large enterprises);
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Ȅ
ȋ
ȌǤ Ǧ
process of this International Standard. ǡ Ǧ Ǥ
ϐ ǦǤ
Ǧ
ǡ Ǧ precedence. ϐ
Ǥ ͳͶͳʹʹǦͳ
ϐǤ
ϐ
ͳͷͷ͵ͶǦ͵Ǥ
© ISO 2016 – All rights reserved
v
Licensed copy:Royal Haskoning, 14/06/2017, Uncontrolled Copy, © BSI BS EN ISO 14122-3:2016
BS EN ISO 14122-3:2016
INTERNATIONAL STANDARD
ISO 14122-3:2016(E)
Safety of machinery — Permanent means of access to machinery — Part 3: Stairs, stepladders and guard-rails 1 Scope This part of ISO 14122 gives requirements for non-powered stairs, stepladders and guard-rails which
ǡǦȋǤǤǡȌ ϐ
Ǥ
Licensed copy:Royal Haskoning, 14/06/2017, Uncontrolled Copy, © BSI
ͳ Dz dz
ȋǡ
ǡǡȌ
Ǥ
ͳͶͳʹʹ
ϐ
is required as the part of the building or civil construction (e.g. stairs, stepladders, guard-rails) where the machine is installed, on condition that the main function of that part of the construction is to provide a means of access to the machine. ʹ
ǡ ͳͶͳʹʹ access which are outside the scope of the standard.
It is intended that this part of ISO 14122 be used with ISO 14122-1 to give the requirements for steps, stepladders and guard-rails. ͳͶͳʹʹ
ϐ
Ǥ
ǡ
ǡ
Ǥ ͳͶͳʹʹ
Ǥ
2 Normative references
ǡ ǡ
Ǥ
ǡ
Ǥ
ǡ
ȋ
ȌǤ ISO 12100, Safety of machinery — General principles for design — Risk assessment and risk reduction ISO 14122-1:2016, Safety of machinery — Permanent means of access to machinery — Part 1: Choice of ϔ
͵ ϐ
ǡϐ ͳʹͳͲͲǡ ͳͶͳʹʹǦͳ Ǥ
© ISO 2016 – All rights reserved
1
BS EN ISO 14122-3:2016
ISO 14122-3:2016(E)
3.1 stairs step ladders succession of horizontal levels — steps (3.1.11) and landings (͵ǤͳǤͷ) — allowing passage on foot from one level to another ͳǣȀ
Figure 1ϐ3.1.1 to 3.1.16.
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ʹǣ angle of pitch (3.1.9) for stairs/step ladders, see ISO 14122-1:2016, 3.2 and 3.3.
Key H climbing height g going e head-height h rise r overlap
Ƚ w p t c
angle of pitch width pitch line depth of step clearance
Figure 1 — Parts of stairs 3.1.1
vertical distance between the reference level and the landing (͵ǤͳǤͷ) ͳǣH in Figure 1.
3.1.2 ϐ uninterrupted sequence of steps (3.1.11) between two landings (͵ǤͳǤͷ)
2
© ISO 2016 – All rights reserved
BS EN ISO 14122-3:2016
ISO 14122-3:2016(E)
3.1.3 going horizontal distance between the step nosing (3.1.12) of two consecutive steps ͳǣg in Figure 1.
3.1.4 head-height minimum vertical distance, clear of all obstacles (such as beams, ducts, etc.) above the pitch line (3.1.8) ͳǣe in Figure 1.
3.1.5 landing horizontal resting area situated at the end of a ϔ (3.1.2)
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3.1.6 walking line theoretical line indicating the average path of the users 3.1.7 overlap difference between the depth of the step and the going (3.1.3) ͳǣr in Figure 1.
3.1.8 pitch line notional line connecting the leading edge of the nosing (3.1.12) of successive steps (3.1.11) taken on the walking line (3.1.6) and which extends down to the landing at the bottom of the ϔ (3.1.2) from the ϐ ͳǣp in Figure 1.
3.1.9 angle of pitch angle between the pitch line (3.1.8Ȍ
ͳǣȽFigure 1.
3.1.10 rise height between two consecutive steps (3.1.11) measured from the tread surface of one to the tread surface of the next ͳǣh in Figure 1.
3.1.11 step horizontal surface on which one places the foot to go up or down the stair/step ladder (3.1) 3.1.12 nosing top edge at the front of the step (3.1.11) or landing (͵ǤͳǤͷ) 3.1.13 string ϐsteps (3.1.11)
© ISO 2016 – All rights reserved
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BS EN ISO 14122-3:2016
ISO 14122-3:2016(E)
3.1.14 width clear distance over the outside faces of the step (3.1.11) ͳǣw in Figure 1.
3.1.15 depth of step clear distance from the leading edge or the nosing (3.1.12) to the rear of the step (3.1.11) ͳǣt in Figure 1.
3.1.16 clearance
pitch line (3.1.8), measured at an angle of 90° from the pitch line
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ͳǣc in Figure 1.
3.2 guard-rail
stairs/step ladders (3.1) or landings (͵ǤͳǤͷȌǡ ͳǣ
ǦFigure 2ϐ3.2.1 to ͵ǤʹǤͷ.
a) Guard-rail with knee rail Key 1 handrail 2 knee rail 3 toe-plate
Ȍ Ǧ
4 ͷ 6
stanchion walking level vertical uprights
Figure 2 — Examples of the parts of a typical structure of a guard-rail 3.2.1 handrail
or as the upper part of a guard-rail (3.2) ͳǣͳFigure 2.
4
© ISO 2016 – All rights reserved
BS EN ISO 14122-3:2016
ISO 14122-3:2016(E)
3.2.2 knee rail rigid element of the guard-rail (3.2) placed parallel with the handrail (3.2.1), giving extra protection ͳǣʹFigure 2.
3.2.3 stanchion vertical structural element of the guard-rail (3.2) to anchor the guard-rail to the platform or stair (3.1) ͳǣͶFigure 2.
3.2.4 toe-plate rigid lower part of a guard-rail (3.2Ȍ
ϐ ͳǣ͵Figure 2.
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ʹǣǦ
ϐknee rail (3.2.2) to prevent the Ǥ
3.2.5 self-closing gate pivoting part of the guard-rail (3.2) which enables access through the guard-rail ͳǣFigure 10. ʹǣ
Ǥ
3.2.6 mezzanine gate ϐ collective fall protection ͳǣFigure 3.
a) Pivot gate
Ȍ
Figure 3 — Examples of principle function of mezzanine gates
© ISO 2016 – All rights reserved
5
BS EN ISO 14122-3:2016
ISO 14122-3:2016(E)
3.2.7 transfer zone ϐ
mezzanine gate (3.2.6)
4 General requirements 4.1 Construction and materials ǡ Ǧ Ȅ
ϐǡ ǡ
ǡ Ȅ
ȋ ͳͶͳʹʹǦͳǣʹͲͳǡͷȌǤ
ǡ details shall be taken into account: a)
dimensions of stairs, stepladders and guard-rails shall be in accordance with available
ȋ ͳͷͷ͵ͶǦͳ ͳͷͷ͵ͶǦ͵ȌǢ
Ȍ Ǧ
Ǣ
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Ȍ
ǡ ͳͶͳʹʹǦʹǣʹͲͳǡͶǤʹǤͶǤͷǤͳǤ
ȋȌǡȋǤǤǡȌ
ȋȌ
Ǥ
4.2 Design and construction for the structure and the steps 4.2.1
Ǥ
The unfactored loads applicable used for the structure of the stair or stepladder in the industrial ϐ
Ǥ
ϐǤ following assumptions for unfactored loads shall be applied in calculations to be considered, but higher
Ǥǣ Ȅ ϐ
ǡͳǡͷȀ2; Ȅ ϐ
ϐ
ǡͷȀ2; 4.2.2
Steps shall resist the following minimum unfactored loadings:
— if the clear width wδͳʹͲͲͳǡͷͳͲͲέͳͲͲǡ Ǣ — if the clear width wηͳʹͲͲ
ͳǡͷ
ͳͲͲέͳͲͲǡ
ͲͲǤ ϐ
not exceed 1/300th of the span of the step or 6 mm, whichever is the lower.
ͷ
ϐ
5.1
Going, g, and rise, h, shall meet Formula (1): ͲͲζg + 2hζͲȋȌ
5.2 6
ȋͳȌ
The going (distance t minus r, see Figure 4) shall be between 210 mm and 310 mm. © ISO 2016 – All rights reserved
BS EN ISO 14122-3:2016
ISO 14122-3:2016(E)
5.3
The overlap, rǡηͳͲϐǤ
5.4 ϐǡh
Ǥǡϐϐǡ h1ǡ
ͳͷΨǤ 5.5
The uppermost step shall be level with the landing (see Figure 4).
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Figure 4 — Positioning of the uppermost step 5.6
Head-height, e, shall be 2 300 mm minimum (see Figure 1).
5.7
Clearance, c, shall be 1 900 mm minimum (see Figure 1).
5.8 The clear width, w,ͺͲͲǤ
ǡ
ͳͲͲͲǤ
ǡ
ǡ appropriate regulation. ϐͳͷͲͲǡ
, w,
ͲͲ ͷͲͲǤ
ǡ
ǡǤǤ͵ͲȀ Ȁǡ
, w,
ͺͲͲͲͲǤ
ϐ
ǡ
ǡ
ǡ ϐ
ͷͲͲǡʹͲͲ (see ISO 14122-2:2016, Figure 1).
ϐǦϐϐ
ͷͲͲȋ ͳͶͳʹʹǦʹǣʹͲͳǡ ͳȌǤ 5.9
ϐȋ3.1.2), the climbing height shall not exceed 4 000 mm.
ϐǡ
ǡH (see Figure 1), of the individual stairs shall not exceed ͵ͲͲͲ
ϐǤ shall be equal or greater than the width of the stair but at least 800 mm. 5.10 For requirements related to guard-rails for stairs, see 7.2.
ϐ
6.1
The minimum going, g, shall be 80 mm (see ͷ).
6.2
The rises h1 and h2 shall be in accordance with Table 1 (see ͷ).
© ISO 2016 – All rights reserved
7
BS EN ISO 14122-3:2016
ISO 14122-3:2016(E)
6.3
The overlap, rǡηͲȋ ͷ).
6.4
ǡǦǡͷͲͲ ͺͲͲǡͲͲǤ 6.5 ϐǡ
Ǥ
ϐǡ
ͳͷΨǤ 6.6
Head-height, e, shall be 2 300 mm minimum.
6.7
Clearance, cǡͺͷͲǤ
6.8
The climbing height, Hǡϐ
͵ͲͲͲǤ
Ǧϐǡ
Ǥ
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NOTE
For the head-height (e), clearance (c) and climbing height (H), see Figure 1.
Key g going h rise r overlap Ƚ angle of pitch
Figure 5 — Rises on a step ladder Dimensions in millimetres
ͳȄ ͶͷιδȽζͲι h1
ͲιζȽζͷι h2
h1
h2
Min.
Ͳǡͷέh2
ͳͷͲ
Ͳǡͷέh2
230
Max.
h2Ϊͳͷ
200
h2 +40
300
8
© ISO 2016 – All rights reserved
BS EN ISO 14122-3:2016
ISO 14122-3:2016(E)
ϐ
Ǧ 7.1 Guard-rails for platforms, walkways and stair landings 7.1.1
ͷͲͲǡǦǤ
7.1.2 A guard-rail shall be provided when the gap between a platform and the structure of a machine or wall is greater than 180 mm or if the protection of the structure is not equivalent to a guard-rail ȋ ͳͶͳʹʹǦʹǣʹͲͳǡ ͶǤʹǤͶǤͷȌǤ ǡ Ǧ
ʹͲȋ ͳͶͳʹʹǦʹǣʹͲͳǡͶǤʹǤͶǤͷȌǤ 7.1.3 The minimum height of the guard-rail shall be 1 100 mm. The height of the handrail shall ζͳͳͲͲǤǤ
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7.1.4 The guard-rail shall include at least one intermediate knee rail [see Figure 2 ȌȐ equivalent protection. The clear space between the handrail and the knee rail, as well as between the Ǧǡ
ͷͲͲǤ 7.1.5 When vertical uprights are used instead of a knee rail [see Figure 2 b)], the clear horizontal distance between those uprights shall be 180 mm maximum. 7.1.6 A toe-plate with a minimum upstand of 100 mm shall be placed 12 mm maximum from the walking level and the edge of the platform (see Figure 6), as well as stair landings (see Figure 7). If there Ǧ
ǡʹͲǤ 7.1.7
ͳͷͲͲǤ
ǡ
ϐ
ϐ devices.
© ISO 2016 – All rights reserved
9
BS EN ISO 14122-3:2016
ISO 14122-3:2016(E)
Dimensions in millimetres
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a) Guard-rail without rounding
Ȍ Ǧ
c) Guard-rail with “D” stanchions Key Ra radius
Ȅ
Ǧ 7.1.8 In the case of an interrupted handrail (guard-rail segments), crushing and shearing based on Ǥ
ǡ distances to prevent hand traps and falling through shall be required: Ȍ
ǡ
ͷͲ greater than 120 mm [see Figure 6 a)];
Ȍ ǡ
ͷͲ greater than 80 mm [see Figure 6 b)] . The radius Ra shall be 200 mm maximum. 7.1.9
Where access through the guard-rail is required, a gate shall be used (see 7.4)
7.1.10 ϐ
ǯ
Ǥ 10
© ISO 2016 – All rights reserved
BS EN ISO 14122-3:2016
ISO 14122-3:2016(E)
7.1.11 ǦϐǤ
7.2 Guard-rails and handrails for stairs and handrails for step ladders 7.2.1
Guard-rails and handrails for stairs
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Dimensions in millimetres
Figure 7 — Example of a stair guard-rail and its continuation to the horizontal guard-rail 7.2.1.1 Ǧϐ
ͷͲͲǡ
ͳʹͲǡ
side of the stair where this gap exists. 7.2.1.2 The space between the handrail and the stringer shall be closed at least with one knee rail or
Ǥ
ǡ ǡ
ͷͲͲȋFigure 7). 7.2.1.3 A stair shall have two handrails. Handrails on stairs (see Figure 7) shall be continuous. When
ǡǤǤǡ ǣ Ȍ
ͷͲͳʹͲǢ
Ȍ ǡϐ
ǯ
Ǣ
Ȍ
Ǥ
ǡ
ǡͳʹͲͲǡ ǡ
ǡ ǡ stair and the wall or structure complies with 7.2.1.1. The handrail shall be parallel to the walking and
Ǥ
Ǥ handrail shall avoid the entrapment of the clothes. Stairs shall be designed to minimize the risk of the Ǥ
ǡǡǤ
ǡ
Ǧ required.
7.2.1.4 The vertical height of the handrail on a stair shall be between 900 mm and 1 000 mm above the ϐͳͳͲͲǤ © ISO 2016 – All rights reserved
11
BS EN ISO 14122-3:2016
ISO 14122-3:2016(E)
ʹͷͷͲǡ provide a good grip for the hand. 7.2.1.5
ͷ ǡ exception of the supports (see Figure 8ȌǤ
ͷͲͲǡ
ͷͲǤ Dimensions in millimetres
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ͺȄ
7.2.2
Handrails for step ladders
7.2.2.1 Step ladders shall have two handrails. The clear width (dimension x) between the pitch line of the step ladder to the handrail should be as shown in Figure 9 and Table 2.
ͳ ͲͲͲ
bottom of the ladder (see Figure 9). Dimensions in millimetres
Figure 9 — Positioning of a handrail on a step ladder
12
© ISO 2016 – All rights reserved
BS EN ISO 14122-3:2016
ISO 14122-3:2016(E)
ʹȄ
Ʌ degrees
X mm
Ͷͷ
ʹͷ
ͷͲ
ͷͲͲ
ͷͷ
͵ͷ
60
ʹͷͲ
ͷ
200
70
ͳͷͲ
ͷ
100
7.3 Additional fall-protection when steps, stairs or ladders are near guard-rails of working platforms
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When additional steps, stairs or ladders are installed near guard-rails of working platforms, the height ͳͳͲͲϐ
Ǥ
ǡ
(e.g. extension of guard-rail height) are required (see ISO 14122-4:2016, Figures 16 and 17).
7.4 Gates 7.4.1
Self-closing gate
Ǧ
guard-rails. Divergent to 7.1.6, a toe-plate is not required. Shear and crushing points shall be avoided. The dimensions shall be in accordance with Figure 6. Gates shall be a)
self-closing,
Ǧ
ǡǡ
Ǥ
b) held in closed position but not locked,
Ȍ ϐǡ Ȍ
ϐǤ
Figure 10 — Example of self-closing gate (open onto the platform) © ISO 2016 – All rights reserved
13
BS EN ISO 14122-3:2016
ISO 14122-3:2016(E)
7.4.2
Mezzanine gate
7.1, except 7.1.7 and 7.4.2. In addition to the general requirement (see Clause 4), the mezzanine gate shall be designed in a manner that — it allows the operator to place and remove the load (e.g. a pallet) without being exposed to the risk of falling, Ȅ
ǡ — it shall not restrict the movement of the persons in the transfer zone when the gate is open and the gate on the ramp/edge is closed, — at the transfer zone, the space between the platform and the lower edge of the gate shall have a ͷͲͲ
ǡ
Licensed copy:Royal Haskoning, 14/06/2017, Uncontrolled Copy, © BSI
Ȅ
ȋͳͲͲͷȂ͵ǣʹͲͲʹΪͳǣʹͲͲͺͳͲͲͷȂʹǣʹͲͲ͵ΪͳǣʹͲͲͺȌǡ — the operator shall have a clear view on the transfer zone during the manual closing operation of the gate so that the risk of entrapment is minimized (see ISO 12100:2010, 6.2.2), Ȅ Ǧ
ǤǤ
ǡ — crushing and shearing shall be avoided during movement, in particular during manual operation at the control position, and this can be achieved when the openings are 100 mm or more (see ͳ͵ͺͷͶȌǡ — the vertical openings shall be less than 180 mm wide between vertical moving parts of the gate, — the maintenance points are accessible without the risk of falling, Ȅ Ǧ falling. Depending on the design, the opposite moving gate shall have a gap of 120 mm between its lower
ϐ
Ǥ
ͺ ϐ
8.1 General ϐ
Ǥ a)
When testing is chosen, the test procedures described in this clause shall be used.
b) When calculation is chosen, the requirements and assumptions of this clause shall to be taken into
ϐ
Ǥ
8.2 Testing of guard-rails 8.2.1
General
The testing is carried out at a guard-rail element with three stanchions, hand- and knee rail, which is Ǥ All loads (F) are concentrated loads based on a minimum service load of 300 N/m in accordance with 8.2.1.1 or 8.2.1.2Ǥ
ǡϐ the level of the centre of the handrail at the middle stanchion (Position 1, Figure 11). In the second 14
© ISO 2016 – All rights reserved
BS EN ISO 14122-3:2016
ISO 14122-3:2016(E)
test, the load shall be applied at the centre of the handrail at the least favourable point between two stanchions (Position 2, Figure 12). ϐ
ǡ f 1 and f 2ǡ
ϐ
Ǥ ϐǡϐ
f 1DzL” (see Figure 11); in the second test, ϐ
f 2 is measured at position “l” (see Figure 12). 8.2.2
Loads
ͺǤʹǤͳǤͳ ϐ
ϐ
Formula (2): F Uα͵ͲͲȀέL
(2)
ͺǤʹǤͳǤʹ ϐ
ϐ
Formula (3):
Licensed copy:Royal Haskoning, 14/06/2017, Uncontrolled Copy, © BSI
FSαɀέF U
(3)
ɀαͳǡͷFormula (4): FSαͷʹͷȀέL
(4)
NOTE When using other materials, e.g. GRP (glass-reinforced plastic), higher values and impact testing might be required.
8.2.1.3
Preload
ȋͷȌ: F PαͷȀέL
© ISO 2016 – All rights reserved
ȋͷȌ
15
BS EN ISO 14122-3:2016
ISO 14122-3:2016(E)
8.2.2 8.2.2.1
Testing procedure Testing at Position 1
To avoid setting effects, the preload, F P, is applied to the handrail in Position 1, as shown in Figure 11, for 1 min. After removing the load, the dial has to be reset to zero. The load, F UǡͳǤϐ
load shall not exceed 30 mm. ϐ
ǡ
FSǤFS for one minute. After removing ǡϐ
Ͳǡ͵ΨǡH.
Licensed copy:Royal Haskoning, 14/06/2017, Uncontrolled Copy, © BSI
Dimensions in millimetres
Plan view
Section A-A
Key f1 ϐ
L maximum distance between two stanchions F Force H height of the handrail
Figure 11 — Stanchion measurement 8.2.2.2
Testing at Position 2
To avoid setting effects, the preload, F P, shall be applied to the guard-rail in Position 2, as shown in Figure 12, for one minute. After removing the load, the dial has to be reset to zero. The load, F UǡͳǤϐ
exceed 30 mm. ϐ
ǡ
FS. Hold FS for one minute. After removing ǡϐ
Ͳǡ͵Ψ
ǡL.
16
© ISO 2016 – All rights reserved
BS EN ISO 14122-3:2016
ISO 14122-3:2016(E)
Dimensions in millimetres
Licensed copy:Royal Haskoning, 14/06/2017, Uncontrolled Copy, © BSI
Plan view
Section A-A
Key f2 ϐ
l distance from stanchion to least favourable pointa F force H height of the handrail a In general at L/2. For L, see Figure 11.
Figure 12 — Handrail measurement
8.3 Testing of steps of a stair 8.3.1
General
4.2ǡ
ϐ
individual steps of a stair. The test (see Figure 13) shall be carried out on part of the stair comprising at least two steps. Fix the sample to the ground and supporting wall (e.g. with a block, see Figure 13) so that there is no movement of the sample structure during testing. Depending on the width (clear width, w, between the stringers and the supporting structure), the test is carried out with one test load (see Figure 14) or two test loads (see ͳͷ).
ȋȌ ͳͲͲέͳͲͲǤ Formula (6): FSαɀέFd
(6)
where the minimum design load, Fdǡͳǡͷ
ɀαͳǡͷǤ
ǡϐ ǡF P =ͲǡʹͷέFS.
© ISO 2016 – All rights reserved
17
BS EN ISO 14122-3:2016
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ISO 14122-3:2016(E)
Key 1 stringer 2 step 3
ȋȌ 4
ϐ F preload, test-load Ƚ angle of the stair
Figure 13 — Test sample — Principle
Key 1 stringer 2 step 3
ȋȌ 4
ϐ F preload, test-load w clear width
Figure 14 — Test sample for w < 1 200 mm
18
© ISO 2016 – All rights reserved
BS EN ISO 14122-3:2016
ISO 14122-3:2016(E)
Licensed copy:Royal Haskoning, 14/06/2017, Uncontrolled Copy, © BSI
Dimensions in millimetres
Key 1 stringer 2 step 3
ȋȌ 4
ϐ F preload, test-load w clear width
Figure 15 — Test sample for wηͳʹͲͲ 8.3.2
Testing procedure
ͳͲͲέͳͲͲ
ȋȌͲͲȀ step in accordance with Figure 13, Figure 14 and ͳͷ). ȋȌǡF P, on the rigid block(s) and hold the loads for at least one minute. After removing the load, the dial of the measuring device shall be reset to zero. Then test load(s), FSǡǤ ǡϐ
Ͳǡ͵ΨǤ
8.4 Testing of stepladders For testing, EN 131-2 can be used as a source of knowledge.
© ISO 2016 – All rights reserved
19
BS EN ISO 14122-3:2016
ISO 14122-3:2016(E)
Annex A (informative) ϐ
ͳͶͳʹʹ the previous edition See Table A.1. ǤͳȄ
ISO 14122-3
ISO 14122-3:2001 ISO 14122-3:2001/Amd1:2010
ϐǣ
Licensed copy:Royal Haskoning, 14/06/2017, Uncontrolled Copy, © BSI
Dzstationary machinery”, is applicable on “non-powered adjustable parts”
1 Scope
Updated
2 Normative references
Figure 1ϐ
3.1
ϐϐFigure 2 b) “Guard-rail with vertical uprights” added 3.2 3.1.4, changed to “head-height” Added terms 3.2.6, “mezzanine gate”
͵ϐ
3.2.7, “transfer zone” Updated 4.1
4.1
Moved to ISO 14122-1, Clause 6
4.2
Moved to ISO 14122-1, Clause 6
4.3
Moved to ISO 14122-1, Clause 6
4.4
4.1
ͶǤͷ
Moved to ISO 14122-1, Clause 6
4.6
4.2
4.7
4.2.1ǡϐǣ
4.7.1
4.2.2
4.7.2
New: ͷǤʹ
—
ͷǤ͵
ͷǤʹ
ͷǤͶǡϐǢDzmobile machines” deleted in the third sentence
ͷǤ͵
ͷǤͷ
ͷǤͶ
ͷǤ
ͷǤͷ
ͷǤ
ͷǤ
ͷǤͺǡϐ
ͷǤ
ͷǤͻ
ͷǤͺ
ͷǤͳͲ
ͷǤͻ
Clause 6, ͷ, “Rises on a step ladder” and Table 1, “Requirement for rises” added
—
6.1, changed “step depth” to “going”
6.1
6.2ǡϐ
ϐ
6.2
20
© ISO 2016 – All rights reserved
BS EN ISO 14122-3:2016
ISO 14122-3:2016(E)
Ǥͳ(continued)
Licensed copy:Royal Haskoning, 14/06/2017, Uncontrolled Copy, © BSI
ISO 14122-3
ISO 14122-3:2001 ISO 14122-3:2001/Amd1:2010
6.3, changed value for overlap from “λͷͶ” to ”λͶ”
6.3
6.4, clear width changed from “ͺͻͶ” to ”ͻͶͶ”
6.4
Ǥͷ, deleted “mobile machines” in the third sentence
Ǥͷ
7.1 “Guard rails for platforms, walkways and stair landings”
7.1
7.1.1
7.1.2
7.1.2ǡϐDzͶͶ” to “ͷ;Ͷ” and “Ͷ” to “Ͷ”
7.1.3
7.1.3ǡϐDz”
7.1.4
7.1.4
ǤͳǤͷ
ǤͳǤͷ
7.1.6
7.1.6ǡϐDz
ͷͶͷ” and “Ǧ
ǤͶ”
7.1.7
7.1.7, Figure 6 b), Guard-rail with rounding added
7.1, Figure 4, 7.1.8
7.1.8ǡϐDzǦ”
7.1.9
7.1.9, requirements on “self-closing gate” moved to 7.4 “Gates”
7.1.10
7.1.10
7.1.11
New subclause 7.1.11
—
7.2 “Guard- and handrails for stairs and stepladders” 7.2.1 “Guard- and handrails for stairs”
7.2
7.2.2 “Handrails for stepladders” 7.2.1ǡϐϐ
7.2.1
7.2.1.1, “ͶͶͷͶ
” and further detailed 7.2.2 requirements on technical reason 7.2.1.2
ǤʹǤͷ
7.2.1.3ǡϐ
7.2.1
7.2.1.4ǡϐ
7.2.3
ǤʹǤͳǤͷǡϐDz
ͷͶͶͽͻ” and “
ͻͶ”
7.2.6
7.2.2, Table 2 extended
7.2.4
New subclause “7.3
ǡ platforms”
—
New subclause “7.4 Gates”
7.1.10
Includes “7.4.1, Self-closing gate” and “7.4.2, Mezzanine gate” Clause 8ǡ
ϐ
8, 7.3
Deleted
9, 10
ϐ
ϐ
from the previous version.
© ISO 2016 – All rights reserved
21
BS EN ISO 14122-3:2016
ISO 14122-3:2016(E)
Licensed copy:Royal Haskoning, 14/06/2017, Uncontrolled Copy, © BSI
[1]
EN 131–2, Ȅǣǡǡ
ȏʹȐ
͵ͷ͵Ȃͳǡ
Ȅ ͷǣ arresters including a rigid anchor line
[3]
EN 364,
Ǣ
ȏͶȐ
ͻͷǡ
Ȅ
ȏͷȐ
ͳͲͲͷȂʹǣʹͲͲ͵ΪͳǣʹͲͲͺǡSafety of machinery — Human physical performance — Part 2: Manual handling of machinery and component parts of machinery
ȏȐ
ͳͲͲͷȂ͵ǣʹͲͲʹΪͳǣʹͲͲͺǡSafety of machinery — Human physical performance — Part 2: Manual handling of machinery and component parts of machinery
[7]
ISO 2867, Ǧ
Ȅ
ȏͺȐ
ͶʹͷͶǦͳǡ
ȄȄͷǣ
ȏͻȐ
ͳ͵ͺͷͶǡSafety of machinery — Minimum gaps to avoid crushing of parts of the human body
ȏͳͲȐ
ͳ͵ͺͷǡSafety of machinery — Safety distances to prevent hazard zones being reached by upper and lower limbs
[11]
ISO 14122-2, Safety of machinery — Permanent means of access to machinery — Part 2: Working platforms and walkways
[12]
ISO 14122-4, Safety of machinery — Permanent means of access to machinery — Part 4: Fixed ladders
ȏͳ͵Ȑ
ͳͷͷ͵ͶǦͳǡErgonomic design for the safety of machinery — Part 1: Principles for determining the Ǧ
ȏͳͶȐ
ͳͷͷ͵ͶǦʹǡErgonomic design for the safety of machinery — Part 2: Principles for determining the
ȏͳͷȐ
ͳͷͷ͵ͶǦ͵ǡ
Ȅǣ
22
© ISO 2016 – All rights reserved
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BS EN ISO 14122-3:2016
Licensed copy:Royal Haskoning, 14/06/2017, Uncontrolled Copy, © BSI
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