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Calibration Specification for Static Cone Penetrometers
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JJF 1439-2013
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Basic data Standard ID | JJF 1439-2013 (JJF1439-2013) | Description (Translated English) | Calibration Specification for Static Cone Penetrometers | Sector / Industry | Metrology & Measurement Industry Standard | Classification of Chinese Standard | A53 | Classification of International Standard | 17.100 | Word Count Estimation | 24,213 | Quoted Standard | JJG 391-2009; GB/T 12745-2007; CECS 04-1988; YS 5223-2000; TB 10018-2003 | Regulation (derived from) | AQSIQ Notice No. 162 of 2013 | Issuing agency(ies) | General Administration of Quality Supervision, Inspection and Quarantine | Summary | This standard specifies the static contact resistance strain amount detection system (hereinafter referred to as static cone penetration device) calibration. |
JJF 1439-2013: Calibration Specification for Static Cone Penetrometers---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 Static Cone Penetrometers
People's Republic of China National Metrology Technical Specifications
Static sounding instrument calibration specification
Issued on. 2013-11-28
2014-02-28 implementation
The State Administration of Quality Supervision, Inspection and Quarantine released
Static sounding instrument calibration specification
Focal point. the National Technical Committee on Metering hardness force value
Main drafting unit. Hubei Provincial Institute of Measurement and Testing
Fujian Institute of Metrology
Participated in the drafting unit. Hubei Building Research Institute
Wuhan Institute of Rock and Soil Mechanics, Chinese Academy
Hubei Civil Engineering Calibration Center
This specification entrust national force value hardness measurement technical committee responsible for the interpretation
The main drafters of this specification.
Hu Xiang (Hubei Institute of Measurement and Testing)
Pool Hui (Fujian Institute of Metrology)
Zhu Jing (Hubei Institute of Measurement and Testing)
Zhong Jinde (Fujian Institute of Metrology)
Drafters participate.
Min (Hubei Building Research Institute)
Huchun Jun (Wuhan Institute of Rock and Soil Mechanics)
Ma youth (Hubei Civil Engineering Calibration Centre)
table of Contents
Introduction (Ⅱ)
1 Scope (1)
2. References (1)
3 Terms (1)
4 Overview (1)
4.1 static sounding instrument works and use (1)
4.2 Structure and classification (2)
5 Metrological characteristics (3)
5.1 Appearance (3)
Probe geometry 5.2 (3)
5.3 Insulation resistance (4)
5.4 Static penetrometer performance measurement (4)
6 calibration conditions (4)
Environmental conditions 6.1 (4)
6.2 Calibration Equipment (4)
Calibration Method 7 (4)
7.1 visual inspection (4)
7.2 Probe Dimensions (5)
7.3 Probe insulation resistance test (5)
7.4 Performance Measurement (5)
8 calibration results expression (8)
9 calibration cycle (8)
A schematic diagram of the detected attachment appendix (9)
Appendix B Calibration Certificate page format (10)
Appendix C Static penetrometer Evaluation of Uncertainty in Measurement Example (13)
Introduction
This specification "National Calibration Specifications writing rules," according to JJF 1071-2010, JJF 1001-2011 "Tong
Metering terms and definitions ", JJF 1059.1-2012" Evaluation and Expression of Uncertainty in Measurement write "Rules.
This specification in the development process to fully consider the JJG391-2009 "force sensor test procedures",
GB/T 12745-2007 "soil test equipment penetrometer", CECS04. 88 "of static sounding technical standards"
YS5223-2000 "static cone penetration testing procedures", TB10018-2003 "railway engineering geology situ testing procedures"
Terminology, symbols and definitions of static sounding instrument, as well as the relevant technical requirements, technical specifications and test methods. this
Specification presents static sounding instrument metrological characteristics specific calibration conditions, calibration items and calibration methods.
This specification is the first release.
Static sounding instrument calibration specification
1 Scope
This instruction applies to resistive strain gauge static sounding measurement system (hereinafter referred to as static penetrometer) calibration.
2. References
This specification refers to the following documents.
JJG391-2009 force sensor verification procedures
GB/T 12745-2007 soil test equipment penetrometer
CECS04. 88 static sounding technical standards
YS5223-2000 static cone penetration testing procedures
TB10018-2003 railway engineering geology situ test procedures
For dated references, only the dated edition applies to this specification; undated reference documents
Member, the latest edition (including any amendments) applies to this specification.
3 Terms
3.1 Static penetrometer staticconepenetrometers
In the static pressure of a certain size uniform vertically tapered probe is pressed into the soil, according to the resistance by measuring the size of the commentary
Price soil mechanical properties in situ geotechnical test equipment.
Note. This specification refers to static sounding instrument only for the measurement system.
3.2 Probe probes
In direct contact with the soil, having a predetermined shape, size, mass and hardness of the metal cone of the sensor.
3.3 single bridge probe singlebridgeprobes
It can only be used to measure the cone resistance (specific penetration resistance) sensors.
3.4 Bridging probe doublebridgeprobes
Biography can be used to measure the cone resistance (Static CPT tip resistance) and a side wall friction resistance (friction resistance sidewall units) of
Sensors.
3.5 pore pressure static probe piezo-coneprobes
Acronym pore pressure probe in the probe another permeable filter installation and measurement of pore water pressure sensing element can be tested EXPLORATION
Suffered head cone resistance, friction resistance and side walls of the pore water pressure sensor.
4 Overview
4.1 static sounding instrument works and use
Static penetrometer probe uniform vertically pressed into the soil by soil probe resistance measuring element, transformed
Electrical signal output, and through the penetration resistance and the qualitative relationship between the engineering geological characteristics of the soil and statistical correlation,
To the realization of the soil profile, provided for bearing capacity, select the pile bearing stratum and estimated pile capacity and other engineering geology
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