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BS EN 15011:2020

$215.11

Cranes. Bridge and gantry cranes

Published By Publication Date Number of Pages
BSI 2020 98
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This document applies to bridge and gantry cranes able to travel by wheels on rails, runways or roadway surfaces, and to gantry cranes without wheels mounted in a stationary position.

NOTE

Light crane systems (assembly of lifting devices, crane bridges, trolleys and tracks; wall-mounted, pillar and workshop jib cranes) are covered by EN 16851 .

This document specifies requirements for all significant hazards, hazardous situations and events relevant to bridge and gantry cranes when used as intended and under conditions foreseen by the manufacturer (see Clause 4).

This document does not include requirements for the lifting of persons.

The specific hazards due to potentially explosive atmospheres, ionising radiation and operation in electromagnetic environment beyond the scope of EN 61000?6?2 are not covered by this document.

This document is applicable to bridge and gantry cranes manufactured after the date of its publication as a European standard.

PDF Catalog

PDF Pages PDF Title
2 undefined
9 1 Scope
2 Normative references
11 3 Terms and definitions
13 4 List of significant hazards
17 5 Safety requirements and/or protective measures
5.1 General
18 5.2 Requirements for strength and stability
5.2.1 Load actions
5.2.1.1 Selection of operating conditions
5.2.1.2 Selection of loads and load combinations
5.2.1.3 Determination of dynamic factors
21 5.2.1.4 Loads caused by skewing
26 5.2.1.5 Overload condition
5.2.1.6 Test loads
5.2.1.7 Design basis for multi-point lifting in cases where the lifting forces are not equalized
27 5.2.2 Limit states and proof of competence
5.2.2.1 Limit states and proof of competence of structural members
5.2.2.2 Limit states of mechanical components
5.2.2.3 Local stresses from wheel loads
28 5.2.2.4 Proof of strength of lifting points
5.2.2.5 Elastic deflection
5.2.2.6 Vibration frequencies of crane structures
5.2.3 Stability
5.2.3.1 General requirements
29 5.2.3.2 Design of tie-downs
5.2.3.3 Stability of rubber tyred gantry crane (RTG)
5.3 Electrotechnical equipment
5.3.1 Physical environment and operating conditions
5.3.2 Electrical supply
5.3.3 Protection against electric shock by direct contact
5.3.4 Control circuits and control functions
5.3.4.1 General
30 5.3.4.2 Suspension (by-pass) of safeguarding for setting, testing and maintenance purposes
5.3.4.3 Combined start and stop controls
5.3.5 Operator interface and mounted control devices
5.3.5.1 General
5.3.5.2 Push-buttons
5.3.5.3 Devices for emergency stop
31 5.3.6 Power driven motions
5.3.7 Batteries
5.4 Non-electrotechnical equipment
5.4.1 General
5.4.2 Braking systems
5.4.2.1 General
32 5.4.2.2 Mechanical brakes in power driven motions
5.4.2.3 Brakes for hoisting movements
5.4.3 Hoisting equipment
5.4.3.1 Selection of serial hoist units
5.4.3.2 Variable rated capacity
5.4.3.3 Variable number of hoist units on the crane bridge
5.4.3.4 More than one hoist unit permanently on the crane bridge
5.4.3.5 Hooks for handling of hot molten metal
5.4.3.6 Boom hoisting
33 5.4.4 Travelling and traversing
5.4.4.1 Friction drive capability
5.4.4.2 Hand driven trolleys and cranes
5.4.4.3 Drive characteristics of the rubber tyred gantry crane (RTG)
5.4.4.4 Anchoring in out-of-service wind conditions
34 5.4.4.5 Derailment protection
5.4.4.6 Guide roller design
5.4.4.7 End stops and buffers
5.4.5 Slewing equipment
5.4.5.1 Drive capability
5.4.5.2 Parking in out-of-service condition
5.4.5.3 Slew bearing
35 5.4.6 Tolerances
5.4.6.1 Tolerances for rail mounted cranes
5.4.6.2 Tolerances for alignment of travelling wheels of RTG
5.4.7 Gear drives
36 5.4.8 Protection against special hazards
5.4.8.1 Hot surfaces
5.4.8.2 Laser beams
5.4.8.3 Fire hazard
5.4.8.4 Processed materials and substances, used materials, fuels
5.4.8.5 Tandem operation of cranes/trolleys from a single control station
5.5 Limiting and indicating devices
5.5.1 Rated capacity limiters
5.5.1.1 General
37 5.5.1.2 Indirect acting limiter
5.5.1.3 Direct acting limiter
38 5.5.2 Indicators
5.5.2.1 Rated capacity indicator
5.5.2.2 Wind speed indicator
5.5.3 Motion limiters
5.5.3.1 General
5.5.3.2 Use of back-up limiter for hoist motion
39 5.5.3.3 Collision of cranes or trolleys
5.5.4 Performance limiters
40 5.6 Man-machine interface
5.6.1 Controls and control stations
5.6.2 Guarding and access
41 5.6.3 Lighting
42 5.6.4 Reduction of noise by design
5.6.4.1 General
5.6.4.2 Main sources of noise
5.6.4.3 Measures to reduce noise at the source
43 5.6.4.4 The protective measures
5.6.4.5 Determination of noise emission values
5.6.4.6 Information on residual noise
5.7 Equipment for warning
5.7.1 General
5.7.2 Warning markings
5.7.3 Warning lights
5.7.4 Cableless control
44 5.7.5 Acoustic warning means
5.7.6 Location of the visual display unit
6 Verification of safety requirements and/or protective measures
6.1 General
6.2 Types of verification
47 6.3 Fitness for purpose testing
6.3.1 General
6.3.2 Tests
6.3.2.1 Functional test
48 6.3.2.2 Static test
6.3.2.3 Dynamic test
49 6.3.2.4 Testing of hoist brakes
6.3.2.5 Measurement of the girder deflection
7 Information for use
7.1 General
50 7.2 Operator’s manual
7.3 User’s manual
7.3.1 General
51 7.3.2 Instructions for installation
7.3.3 Instructions for maintenance
52 7.4 Marking of rated capacities
54 Annex A (informative)Guidance for specifying the operating duty in accordance with EN 130011:2015
A.1 Total number of working cycles
A.2 Load spectrum factor kQ
56 A.3 Average motion displacements
58 A.4 Derivation of the class of hoist mechanisms for the selection of a hoist in accordance with EN 144922:2019
A.4.1 General
A.4.2 Conversion of the load spectrum factor
60 A.4.3 Determination of the class of mechanism of the actual use
61 A.4.4 Examples of relations of load spectrum factors
62 Annex B (informative)Guidance for specifying the classes P of average number of accelerations in accordance with EN 130011:2015
63 Annex C (informative)Calculation of dynamic coefficient ϕ2
66 Annex D (informative)Loads caused by skewing
D.1 Assumptions for simplified calculating methods
D.2 Calculation of skewing forces by method RIGID
D.2.1 Calculation model
67 D.2.2 Shaft coupling
68 D.2.3 Examples
69 D.2.4 Notes
D.3 Calculation of skewing forces by method FLEXIBLE
D.3.1 General
D.3.2 Calculation model
72 D.3.3 Example
D.3.4 Notes
73 Annex E (informative)Local stresses in wheel supporting flanges
E.1 General
E.2 Local stresses in wheel supporting flanges (main girder as I-beam)
76 E.3 Local stresses of a box girder with the wheel loads on the bottom flange
78 Annex F (normative)Noise test code
F.1 General
F.1.1 Introduction
F.1.2 Calculation method
F.1.3 Measurement method
79 F.2 Description of machinery family
F.3 Determination of an emission sound pressure level by calculation
F.3.1 Principle of the method
F.3.2 Calculation
80 F.4 Determination of emission sound pressure level at control stations and other specified positions and determination of sound power level by measurement
F.4.1 Measurement method and points
F.4.1.1 Measurement of sound pressure level at working positions
81 F.4.1.2 Determination of sound power level or sound pressure level at determined positions
84 F.4.2 Installation and mounting conditions
F.4.3 Operating conditions
F.4.3.1 General
F.4.3.2 Hoisting and traversing
85 F.4.3.3 Travelling
F.5 Uncertainties
F.6 Information to be recorded
F.7 Information to be reported
86 F.8 Declaration and verification of noise emission values
87 Annex G (informative)Actions on crane supporting structures induced by cranes
G.1 General
G.2 Actions induced by cranes
88 G.3 Dynamic factors
90 Annex H (informative)Selection of a suitable set of crane standards for a given application
92 Annex ZA (informative)Relationship between this European standard and the essential requirements of Directive 2006/42/EC aimed to be covered
BS EN 15011:2020
$215.11