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GB/T 30561-2014 in English

GB/T 30561-2014 in English

VALID

Cranes - Stiffness - Bridge and Gantry Cranes

  • Issued on:2014-05-06
  • Implemented on:2014-12-01
  • File Format:PDF
  • Delivery:Via email within 1~3 business days
Price(USD): $200.00
$194.00
Standard No: GB/T 30561-2014
Document status: VALID
Title in English: Cranes - Stiffness - Bridge and Gantry Cranes
Title in Chinese: 起重机 刚性 桥式和门式起重机
Language: English
File Format: Electronic (PDF)
Delivery: Via email within 1~3 business days
Issued on: 2014-05-06
Implemented on: 2014-12-01
ICS Classification: 53.020.20-Cranes
Chinese Classification: J80-Hoisting machinery
Professional Classification: GB-National Standard
Related Keywords: gantry cranes
bridge crane girders annex c
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stiffness properties
increased stiffness means
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《GB/T 30561-2014起重机 刚性 桥式和门式起重机》由TC227(全国起重机械标准化技术委员会)归口,主管部门为中国机械工业联合会。
本标准对桥式和门式起重机(以下简称“起重机”)结构的刚性特征―――挠度和固有频率给出了推荐值与要求。


1 Scope

This standard gives recommendations and requirements for the stiffness properties of the structures for bridge and gantry cranes in terms of deflections and natural frequencies.

2 Normative References

The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies.

GB/T 6974.1 Cranes — Vocabulary — Part 1: General (GB/T 6974.1-2008, ISO 4306-1:2007, IDT)
GB/T 6974.5 Cranes — Vocabulary — Part 5: Bridge and Gantry Cranes (GB/T 6974.5-2008, ISO 4306-1:2005, IDT)

3 Terms and Definitions

For the purposes of this document, the terms and definitions given in GB/T 6974.1 and GB/T 6974.5 apply.

4 Requirement

4.1 General

The effect of flexibility is demonstrated as elastic deformations under load and as vibrations induced by motion or force transients.

Excessive flexibility of structures and mechanical components of cranes can affect their safe use; therefore, elastic deformations and vibrations should be limited so that they do not cause dangerous situations, nor prevent the crane from being used in the intended manner. The requirements concerning the elastic deformations and vibrations depend upon the configuration of the crane and stem from the required accuracy of load handling, type and performance of the control system and location of the control station. However, the increased stiffness means increased investment costs and possibly larger space requirements, which may not be worthwhile in all applications. Furthermore, possibilities to eliminate flexibility depend very much on the type and configuration of the crane. Therefore, no exact limits are given for the deflections or the vibrations.

Foreword II
1 Scope
2 Normative References
3 Terms and Definitions
4 Requirement
5 Recommendation for Pre-camber of Girders
6 Recommendations on Vibrational Frequencies of Crane Girders
Annex A (Informative) Guidance on Maximum Deflection (Stiffness Index) of Girders
Annex B (Informative) Guidance on Minimum Natural Frequencies of Bridge Crane girders
Annex C (Informative) Guidance on Minimum Vertical Natural Frequencies of Bridge and Gantry Cranes

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