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GB 50982-2014

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GB 50982-2014 英文版 4380 购买 现货,9秒内自动发货PDF,有增值税发票。 建筑与桥梁结构监测技术规范(附条文说明) 有效

   
标准详细信息 GB 50982-2014; GB50982-2014
中文名称: 建筑与桥梁结构监测技术规范(附条文说明)
英文名称: National Standard
行业: 国家标准
中标分类: P28
字数估计: 100,000
发布日期: 9/10/2014
实施日期: 1/8/2015
引用标准: GB 50026; GB 50311; GB 50496; GB 50497
起草单位: 中国建筑科学研究院
归口单位: 住房和城乡建设部
标准依据: 住房和城乡建设部公告第583号
发布机构: Administration of Quality Supervision, Inspection and Quarantine of the People's Republic of China; Ministry of Housing and Urban-Rural Development of the People's Republic of China
范围: 本规范适用于高层与高耸、大跨空间、桥梁、隔震等工程结构监测以及受穿越施工影响的既有结构的监测。


GB 50982-2014
UDC
GB
NATIONAL STANDARD OF THE
PEOPLE’S REPUBLIC OF CHINA
P GB 50982-2014
Technical code for monitoring
of building and bridge structures
建筑与桥梁结构监测技术规范
ISSUED ON. OCTOBER 09, 2014
IMPLEMENTED ON. AUGUST 01, 2015
Issued by. Ministry of Housing and Urban-Rural Development of PRC;
General Administration of Quality Supervision, Inspection
and Quarantine of the People's Republic of China.
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Table of Contents
Foreword ... 6 
1 General provisions ... 8 
2 Terms and symbols ... 8 
2.1 Terms ... 8 
2.2 Symbols ... 10 
3 Basic requirements ... 10 
3.1 General requirements ... 10 
3.2 Monitoring system, point and equipment ... 11 
3.3 Construction monitoring ... 14 
3.4 Post construction monitoring ... 18 
4 Monitoring methods ... 21 
4.1 General requirements ... 21 
4.2 Stress and strain ... 21 
4.3 Deformation and crack ... 23 
4.4 Temperature and humidity ... 26 
4.5 Vibration ... 28 
4.6 Earthquake and seismic response ... 29 
4.7 Wind and wind-induced response ... 30 
4.8 Other items ... 32 
4.9 Patrol inspection and system maintenance ... 34 
5 High-rise building and structure ... 34 
5.1 General requirements ... 34 
5.2 Construction monitoring ... 37 
5.3 Post construction monitoring ... 39 
6 Long-span spatial structure ... 42 
6.1 General requirements ... 42 
6.2 Construction monitoring ... 44 
6.3 Post construction monitoring ... 46 
7 Bridge structure ... 47 
7.1 General requirements ... 47 
7.2 Construction monitoring ... 49 
7.3 Post construction monitoring ... 51 
8 Other structures ... 55 
8.1 Seismically isolated structure ... 55 
8.2 Crossing construction ... 56 
Appendix A Technical requirement of monitoring equipment ... 58 
Appendix B Monitoring requirement of different types of bridges ... 60 
Explanation of wording in this code ... 63 
List of quoted standards ... 64 
Foreword
In accordance with the requirements of the Announcement of Ministry of
Housing and Urban-Rural Development on the Printing and Issuing of the 2011
Engineering Construction Standard and the Amendment Plan (JIANBIAO
[2011] No. 17), the code compilation group complied this code after making
extensive investigation, carefully summarizing the practical experiences,
making reference to the relevant international standards and advanced foreign
standards, AND collecting extensive comments.
The main technical contents of wood specification are. 1. General Provisions;
2. Terms and Symbols; 3. Basic Requirements; 4. Monitoring Methods; 5.
High-rise Building and Structure; 6. Long-span Spatial Structures; 7. Bridge
Structures; and 8. Other structures.
provisions AND must be strictly implemented.
As for this Code, the Ministry of Housing and Urban-Rural Development is
responsible for the interpretation of the mandatory provisions, AND the China
Academy of Building Research is responsible for the interpretation of specific
technical contents. Any comments or recommendations in the implementation
of this standard place send to the China Academy of Building Research
(Address. No.30 Beisanhuan East Road, Beijing 100013, China).
The main drafting organizations of this code.
China Academy of Building Research
The participating drafting organizations of this code.
Chongqing University
Beijing Industry University
Tsinghua University
Beijing Institute of Architectural Design Co., Ltd.
Arup Engineering Consulting (Shanghai) Co., Ltd.
CCCC Highway Planning and Design Institute Co., Ltd.
Yunnan Earthquake Engineering Research Institute
Technical code for monitoring
1 General provisions
1.0.1 In order to standardize the building and bridge structure monitoring
technology and the corresponding analysis and early warning, to achieve
advanced technology, reliable data and reasonable economy, this code is
hereby formulated.
1.0.2 This code is applicable to the monitoring of engineering structures such
as high-rise buildings and structures, long-span spaces, bridges and seismic
isolation structures, as well as the monitoring of existing structures affected by
the crossing construction.
complying with the provisions of this code, also comply with the relevant
requirements of the current notational standards.
2 Terms and symbols
2.1 Terms
2.1.1 Structural monitoring
Frequent, continuous observation or measurement of the state of the structure.
2.1.2 Construction monitoring
Structural construction monitoring.
2.1.3 Post construction monitoring
2.1.4 Monitoring system
It is integrated by the software and hardware for the purposes of achieving a
certain monitoring function, composed of the monitoring equipment.
2.1.5 Monitoring equipment
It refers to, in the monitoring system, the collective name of sensors, collectors
and other hardware.
2.1.6 Transducer/sensor
An equipment or device that senses a given measurement results AND
transforms it into a usable output signal in accordance with certain principles,
2.1.7 Times of monitoring
Number of monitoring per unit time.
2.1.8 Precaution value for monitoring
It refers to, in order to ensure the safety or quality of the engineering structure
and the surrounding environment, the warning value set for the monitoring
amount indicating the possible abnormal or dangerous state of the monitoring
object.
2.1.9 Monitoring system stability
The performance of the monitoring system to maintain its normal working
2.1.10 Monitoring equipment durability
It refers to the capability of the monitoring equipment, under normal use and
maintenance conditions, to comply with the predetermined functional
requirements with time.
2.1.11 Sensor frequency range
It refers to the frequency range in which the change of the input signal
frequency will not cause the sensitivity and phase to change beyond the limits.
2.1.12 Structural analyzing model updating
It refers to the process of making the model calculation and analysis results as
the parameters in the analysis model.
2.1.13 Crossing construction
It refers to the construction process of making the ...
   
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