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Calibration Specification for Borehole Clinometers
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JJF 1550-2015
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Basic data Standard ID | JJF 1550-2015 (JJF1550-2015) | Description (Translated English) | Calibration Specification for Borehole Clinometers | Sector / Industry | Metrology & Measurement Industry Standard | Classification of Chinese Standard | A53 | Word Count Estimation | 18,184 | Date of Issue | 2015-12-07 | Date of Implementation | 2016-03-07 | Quoted Standard | JJF 1083-2002 | Regulation (derived from) | ?AQSIQ 2015 Nian (No.148) | Issuing agency(ies) | General Administration of Quality Supervision, Inspection and Quarantine | Summary | This standard applies to the measurement range of -30 �� ~ 30 ��, the maximum permissible error of �� 0.025% FS based inclinometer calibration gravity sensor, inclinometer other possible implementation. |
JJF 1550-2015: Calibration Specification for Borehole Clinometers---This is a DRAFT version for illustration, not a final translation. Full copy of true-PDF in English version (including equations, symbols, images, flow-chart, tables, and figures etc.) will be manually/carefully translated upon your order.
Calibration Specification for Borehole Clinometers
National Metrological Technical Code of the People's Republic of China
Drilling inclinometer calibration specification
2015-12-07 released
2016-03-07 implementation
State Administration of Quality Supervision, Inspection and Quarantine issued
Drilling inclinometer calibration specification
Coordinated units. National Inertial Technology Metrology Technical Committee
The main drafting unit. Shanghai Institute of Metrology and Testing Technology
China Aviation Industry Beijing Great Wall Metrology and Testing Technology Research Institute
Participated in the drafting unit. Shanghai Institute of Geology and Instrumentation
Aerospace Science and Technology inertia Technology Co., Ltd
Beijing Tonglian Quartet Technology Co., Ltd
This specification entrusts the National Inertial Technical Metrology Technical Committee to explain
The main drafters of this specification.
Ma Jianmin (Shanghai Institute of Metrology and Testing Technology)
Dong Xueming (AVIC Beijing Great Wall Metrology and Testing Technology Research Institute)
Participate in the drafters.
(Shanghai Institute of Geosciences)
Yang Zhuo (Aerospace Science and Technology inertia Technology Co., Ltd.)
Ouyang Jingfang (Beijing Tonglian Quartet Technology Co., Ltd.)
table of Contents
Introduction (II)
1 Scope (1)
2 References (1)
3 Overview (1)
4 Metrological characteristics (2)
4.1 appearance and the interaction of various parts (2)
4.2 Sensitivity (2)
4.3 Indication error (2)
4.4 Value drift (2)
4.5 Insulation resistance (2)
5 Calibration conditions (2)
5.1 Environmental conditions (2)
5.2 Calibration standards and other equipment (2)
6 Calibration method (3)
6.1 Appearance (3)
6.2 Sensitivity (3)
6.3 Indication error (3)
6.4 Demonstration drift (5)
6.5 Insulation resistance (5)
7 Expression of calibration results (5)
8 re-school time interval (6)
Appendix A Example of Drilling Inclinometer Indication Error Measurement Uncertainty Evaluation (7)
Appendix B indication error calibration installation (10)
Appendix C Calibration Certificate Inside Page Format (11)
Introduction
Drilling inclinometer is mainly used for geological disaster monitoring, highway bridge foundation safety monitoring, hydropower dam monitoring, earthquake
Forecasting and other fields. This specification is written in accordance with JJF 1083-2002 "Optical Tiltometer Calibration Specification".
This specification is the first release.
Drilling inclinometer calibration specification
1 Scope
This specification applies to the measurement range of -30 ° ~ 30 °, the maximum allowable error of ± 0.025% FS based on gravity plus
Speed sensor inclinometer calibration, other inclinometer can refer to the implementation.
2 reference file
This specification refers to the following documents.
JJF 1083-2002 optical inclinometer calibration specification
For dated references, only the dated edition applies to this specification; references that are not dated
, The latest version (including all modifications) applies to this specification.
3 Overview
Drilling inclinometer is based on the vertical direction by gravity, gravity acceleration sensor output voltage linearly corresponding to
The vertical direction of the sensor after the tilt angle of the acceleration component (cosine component), the same can be converted into horizontal displacement
Component (sine component).
From the structure can be divided into two kinds. deep and slip type. The submerged borehole inclinometer installs the acceleration sensor
In the probe, dozens of drill inclinometers are permanently fixed in the array to monitor the key position. Slip drilling
The inclinometer can be measured along the vertical buried pipe, the angle between the axis of the measuring probe (probe) and the vertical line of gravity,
Is the drilling angle. The amount of change in the tilt angle from the meter (display device) for data collection, the computer software
Statistical analysis can directly or indirectly reflect the stability of the geological structure. This type of instrument is mainly used for geological disaster monitoring
Measurement, highway bridge foundation safety monitoring, hydropower dam monitoring, earthquake prediction research and other fields.
Drilling inclinometer typical structure shown in Figure 1.
Figure 1 Schematic diagram of drilling inclinometer
Measurement model.
Xi = Lsinαi
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