CN106289585A - A kind of Visco elastic strain surveys the measuring method of the test device of on-the-spot crustal stress - Google Patents
A kind of Visco elastic strain surveys the measuring method of the test device of on-the-spot crustal stress Download PDFInfo
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- CN106289585A CN106289585A CN201610559122.3A CN201610559122A CN106289585A CN 106289585 A CN106289585 A CN 106289585A CN 201610559122 A CN201610559122 A CN 201610559122A CN 106289585 A CN106289585 A CN 106289585A
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- 238000012360 testing method Methods 0.000 title claims abstract description 20
- 238000000034 method Methods 0.000 title claims abstract description 19
- 239000011435 rock Substances 0.000 claims abstract description 44
- 238000012958 reprocessing Methods 0.000 claims abstract description 13
- 238000005259 measurement Methods 0.000 claims abstract description 11
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000002474 experimental method Methods 0.000 abstract description 2
- 238000010998 test method Methods 0.000 abstract 1
- 230000005540 biological transmission Effects 0.000 description 9
- 238000010586 diagram Methods 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000003208 petroleum Substances 0.000 description 2
- 230000005483 Hooke's law Effects 0.000 description 1
- 241001473780 Sideroxylon lanuginosum Species 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000002224 dissection Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 238000003325 tomography Methods 0.000 description 1
- 238000012800 visualization Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01L—MEASURING FORCE, STRESS, TORQUE, WORK, MECHANICAL POWER, MECHANICAL EFFICIENCY, OR FLUID PRESSURE
- G01L1/00—Measuring force or stress, in general
- G01L1/06—Measuring force or stress, in general by measuring the permanent deformation of gauges, e.g. of compressed bodies
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01L—MEASURING FORCE, STRESS, TORQUE, WORK, MECHANICAL POWER, MECHANICAL EFFICIENCY, OR FLUID PRESSURE
- G01L1/00—Measuring force or stress, in general
- G01L1/24—Measuring force or stress, in general by measuring variations of optical properties of material when it is stressed, e.g. by photoelastic stress analysis using infrared, visible light, ultraviolet
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B11/00—Measuring arrangements characterised by the use of optical techniques
- G01B11/16—Measuring arrangements characterised by the use of optical techniques for measuring the deformation in a solid, e.g. optical strain gauge
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01L—MEASURING FORCE, STRESS, TORQUE, WORK, MECHANICAL POWER, MECHANICAL EFFICIENCY, OR FLUID PRESSURE
- G01L5/00—Apparatus for, or methods of, measuring force, work, mechanical power, or torque, specially adapted for specific purposes
- G01L5/0047—Apparatus for, or methods of, measuring force, work, mechanical power, or torque, specially adapted for specific purposes measuring forces due to residual stresses
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N11/00—Investigating flow properties of materials, e.g. viscosity, plasticity; Analysing materials by determining flow properties
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N29/00—Investigating or analysing materials by the use of ultrasonic, sonic or infrasonic waves; Visualisation of the interior of objects by transmitting ultrasonic or sonic waves through the object
- G01N29/04—Analysing solids
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N29/00—Investigating or analysing materials by the use of ultrasonic, sonic or infrasonic waves; Visualisation of the interior of objects by transmitting ultrasonic or sonic waves through the object
- G01N29/04—Analysing solids
- G01N29/11—Analysing solids by measuring attenuation of acoustic waves
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N11/00—Investigating flow properties of materials, e.g. viscosity, plasticity; Analysing materials by determining flow properties
- G01N2011/006—Determining flow properties indirectly by measuring other parameters of the system
- G01N2011/0073—Determining flow properties indirectly by measuring other parameters of the system acoustic properties
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2291/00—Indexing codes associated with group G01N29/00
- G01N2291/02—Indexing codes associated with the analysed material
- G01N2291/023—Solids
- G01N2291/0232—Glass, ceramics, concrete or stone
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2291/00—Indexing codes associated with group G01N29/00
- G01N2291/02—Indexing codes associated with the analysed material
- G01N2291/028—Material parameters
- G01N2291/02818—Density, viscosity
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2291/00—Indexing codes associated with group G01N29/00
- G01N2291/02—Indexing codes associated with the analysed material
- G01N2291/028—Material parameters
- G01N2291/02827—Elastic parameters, strength or force
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- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Analytical Chemistry (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
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- Biochemistry (AREA)
- General Health & Medical Sciences (AREA)
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- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
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Abstract
The present invention relates to a kind of anelastic strain survey on-the-spot crustal stress measurement apparatus and method of testing, comprise the following steps: cylindrical standard sample is positioned in rock core grasping system (C) by (1), lay, install experimental apparatus and the parameter of scanning multistage speed loading system (A), data collecting system (D) and Computer reprocessing system (E) is configured；(2) coordinate scanning multistage speed loading system (A) to rock core short time distortion measurement by laser scanning system (B), obtained the deformation of whole boring cross-sectional profiles by method of least square numerical fitting, and calculate minimum and maximum horizontal principal stress according to Elasticity formula.The invention has the beneficial effects as follows: can measure field strain crustal stress, simple to operate, reliable results, and can intuitively visualize display result, the result of the test of the present invention can be crustal stress measure the experimental technique support providing important.
Description
Technical field
The present invention relates to a kind of petroleum engineering technology, survey the survey of on-the-spot crustal stress particularly to a kind of Visco elastic strain
The measuring method of electricity testing device.
Background technology
Well in the data about In-situ stress, such as drilling process is had increasing need in petroleum engineering
Stable problem；Formation fracture pressure prediction；Fracturing engineering designs；Formation fracture problem in high pressure water injection；The slip of tomography and
Resurrection problem；Carry outside casing pipe to calculate and resist and squeeze Life Calculation problem etc..Existing ask all of crustal stress size and direction
In method, having certain limitation, therefore cut both ways, the general very difficult direction simultaneously accurately to obtain crustal stress is with big
Little.
Summary of the invention
The purpose of the present invention is aiming at the drawbacks described above that prior art exists, it is provided that a kind of Visco elastic strain surveys on-the-spot ground
The measuring method of the test device of stress, is mainly used for measuring the horizontal stress state understanding underground point, including principal stress
Size and direction.
A kind of Visco elastic strain that the present invention mentions surveys the measuring method of the test device of on-the-spot crustal stress, its technical scheme
It is: comprise the following steps:
(1) in cylindrical standard sample is positioned over rock core grasping system (C), lay, install experimental apparatus many to scanning
The parameter of step velocity loading system (A), data collecting system (D) and Computer reprocessing system (E) is configured；Wherein rock core
The laser scanning system (B) that grasping system (C) top is cased with, it is achieved the DATA REASONING of rock appearance deformation；Scanning multistage speed
Loading system (A) combining laser scanning system (B), it is achieved the periodicity that rock appearance gathers data measures；Data acquisition system
System (D) depends on laser scanning system (B), it is achieved the collecting measurement data of rock appearance deformation collects, and transmits to computer
After-treatment system (E) is stored；It is calculated rock in rock crustal stress process of the test by Computer reprocessing system (E)
Deformation extent, draw out the mutual relation curve between rock deformation, time, viscoelasticity, and visualized display, calculate
On-the-spot crustal stress；
(2) coordinate scanning multistage speed loading system (A) to rock core short time distortion measurement by laser scanning system (B), lead to
Cross method of least square numerical fitting and obtain the deformation of whole boring cross-sectional profiles, and calculate maximum according to Elasticity formula
And minimum horizontal principal stress.
The invention has the beneficial effects as follows: the result of the test of the measurement apparatus that Visco elastic strain of the present invention surveys on-the-spot crustal stress can
Measure field strain crustal stress, simple to operate, reliable results, and can intuitively visualize display result；It addition, the test of the present invention
Result can be that measuring of crustal stress provides important experimental technique support.
Accompanying drawing explanation
Accompanying drawing 1 is the overall structure schematic diagram of the present invention；
Accompanying drawing 2 is the dissection explanatory diagram of each parts of the present invention；
Accompanying drawing 3 is the scanning device runing rest modular construction schematic diagram of the present invention；
In upper figure: scanning multistage speed loading system A, laser scanning system B, rock core grasping system C, data collecting system D, meter
Calculation machine after-treatment system E；Laser scanning runing rest 1, side casings 2, base 3, core holding unit 4, transmission arm 5, multistage speed
Degree adapter 6, control transmission line 7, data line 8, outer casing upper cover 9, scanning runing rest draw-in groove 10, airborne laser range finder 11,
Computer 12, cylinder 13, annulus 14, horizontal draw-in groove 15, lobe 16, sonic test system 17, axial displacement meter 18.
Detailed description of the invention
1-3 referring to the drawings, a kind of Visco elastic strain that the present invention mentions surveys the test device of on-the-spot crustal stress, including scanning
Multistage speed loading system A, laser scanning system B, rock core grasping system C, data collecting system D, Computer reprocessing system
E, is wherein cased with laser scanning system B above rock core grasping system C, it is achieved the DATA REASONING of rock appearance deformation；Scan multistage
Speed loading system A combining laser scanning system B, it is achieved the periodicity that rock appearance gathers data measures；Data acquisition system
System D depends on laser scanning system B, it is achieved the collecting measurement data of rock appearance deformation collects, and transmits to computer place
Reason system E is stored；It is calculated the deformation journey of rock in rock crustal stress process of the test by Computer reprocessing system E
Degree, draws out the mutual relation curve between rock deformation, time, viscoelasticity, and is visualized display, should calculate on-the-spotly
Power.
Wherein, scanning multistage speed loading system A includes outer casing upper cover 9, multistage speed adapter 6, transmission arm 5, wherein,
Outer casing upper cover 9 is fixed by side casings 2, and multistage speed adapter 6 and transmission arm 5 are fixed on outer casing upper cover 9, multistage speed
Adapter 6 is connected with Computer reprocessing system E by the control transmission line 7 in data collecting system D.
It addition, laser scanning system B includes laser scanning runing rest 1, cylinder 13, annulus 14, two laser scanning rotations
The bottom turning support 1 is fixed on annulus 14 and cylinder 13, is fixed together with base by annulus 14 and cylinder 13, multiple sharp
Ligh-ranging device 11 the most equidistantly arranges, and the top of described laser scanning runing rest 1 is connected with transmission arm 5, uses
Scan runing rest in stabilized lasers, and make it control to rotate by transmission arm 5；In airborne laser range finder 11 and data collecting system D
Data line 8 be connected, the data of airborne laser range finder are transferred to Computer reprocessing system E.
It addition, rock core grasping system C includes base 3, core holding unit 4, the upside of base 3 is provided with lobe 16, passes through
Longitudinal draw-in groove 10 and horizontal draw-in groove 15 are in mating connection with laser scanning runing rest 1, and core holding unit 4 is fixed on base 3
On, described core holding unit 4 wraps up gum elastic near the position of core sample.
Data collecting system D includes data line 8 and controls transmission line 7, and by data line 8 and control transmission
Line 7 is connected respectively to Computer reprocessing system E, computer by data exchange mouth the data of timing acquiring are stored,
Display, and based on data process visualization procedure be calculated the external deformation of rock in process of the test, draw out rock deformation,
Mutual relation curve between time, stress and strain parameter, and visualized display.
Referring to the drawings 2, in the susceptor surface in the outside that longitudinal draw-in groove 10 is arranged on lobe 16, horizontal draw-in groove 15 is arranged on
The top of lobe 16, coordinates fixing by longitudinal draw-in groove 10 with cylinder 13, coordinates fixing with annulus 14 by horizontal draw-in groove, from
And laser scanning runing rest 1 is fixed together with base 3；Above-mentioned airborne laser range finder 11 is provided with five airborne laser range finders
11.Wherein, two laser scanning runing rests 1, one group of strain value takes the data of the two half period interscan；Strain value takes 5
Individual airborne laser range finder 11 sum average, is used for guaranteeing sample measurement accuracy；Sample used is cylindrical sample, a diameter of
50mm, height can be adjusted between 90-110mm, and sample loads in core sample grasping system C；
A kind of Visco elastic strain that the present invention mentions surveys the measuring method of the test device of on-the-spot crustal stress, comprises the following steps:
(1) cylindrical standard sample is positioned in rock core grasping system C, lay, install experimental apparatus and to scanning multistage
The parameter of speed loading system A, data collecting system D and Computer reprocessing system E is configured；Wherein rock core grasping system
The laser scanning system B being cased with above C, it is achieved the DATA REASONING of rock appearance deformation；Scanning multistage speed loading system A combines
Laser scanning system B, it is achieved the periodicity that rock appearance gathers data measures；Data collecting system D depends on laser scanning
System B, it is achieved the collecting measurement data of rock appearance deformation collects, and transmit to Computer reprocessing system E and stored；Logical
Cross Computer reprocessing system E and be calculated the deformation extent of rock in rock crustal stress process of the test, draw out rock deformation,
Mutual relation curve between time, viscoelasticity, and visualized display；
(2) by laser scanning system B coordinate scanning multistage speed loading system A to rock core short time distortion measurement, by
Little square law numerical fitting obtains the deformation of whole boring cross-sectional profiles；
(3) obtain amplitude attenuation quotient in time by sonic test system (in figure 17) test, and then utilize following formula to calculate
Rock viscosity。
In formulaFor sonic wave amplitude attenuation quotient in time, obtained by acoustical testing system；For frequency of sound wave；E
For elastic modulus of rock；For rock viscosity.
(4) utilize Kelvin's viscoelastic model that the viscoelastic data recorded in step 1 is analyzed, and obtained by following formula
To concrete moduli.
(5) concrete moduli is utilized to calculate various places stress intensity and direction according to Hooke's law.
Claims (1)
1. Visco elastic strain surveys the measuring method testing device of on-the-spot crustal stress, it is characterized in that comprising the following steps:
(1) in cylindrical standard sample is positioned over rock core grasping system (C), lay, install experimental apparatus many to scanning
The parameter of step velocity loading system (A), data collecting system (D) and Computer reprocessing system (E) is configured；Wherein rock core
The laser scanning system (B) that grasping system (C) top is cased with, it is achieved the DATA REASONING of rock appearance deformation；Scanning multistage speed
Loading system (A) combining laser scanning system (B), it is achieved the periodicity that rock appearance gathers data measures；Data acquisition system
System (D) depends on laser scanning system (B), it is achieved the collecting measurement data of rock appearance deformation collects, and transmits to computer
After-treatment system (E) is stored；It is calculated rock in rock crustal stress process of the test by Computer reprocessing system (E)
Deformation extent, draw out the mutual relation curve between rock deformation, time, viscoelasticity, and visualized display, calculate
On-the-spot crustal stress；
(2) coordinate scanning multistage speed loading system (A) to rock core short time distortion measurement by laser scanning system (B), lead to
Cross method of least square numerical fitting and obtain the deformation of whole boring cross-sectional profiles, and calculate maximum according to Elasticity formula
And minimum horizontal principal stress.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610559122.3A CN106289585B (en) | 2015-05-19 | 2015-05-19 | A kind of measurement method of the test device of the live crustal stress of Visco elastic strain survey |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610559122.3A CN106289585B (en) | 2015-05-19 | 2015-05-19 | A kind of measurement method of the test device of the live crustal stress of Visco elastic strain survey |
| CN201510256914.9A CN105136347B (en) | 2015-05-19 | 2015-05-19 | A kind of Visco elastic strain surveys test device and the measuring method of on-the-spot crustal stress |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510256914.9A Division CN105136347B (en) | 2015-05-19 | 2015-05-19 | A kind of Visco elastic strain surveys test device and the measuring method of on-the-spot crustal stress |
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| Publication Number | Publication Date |
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| CN106289585A true CN106289585A (en) | 2017-01-04 |
| CN106289585B CN106289585B (en) | 2019-04-09 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610600127.6A Pending CN106124097A (en) | 2015-05-19 | 2015-05-19 | A kind of test device of crustal stress |
| CN201510256914.9A Expired - Fee Related CN105136347B (en) | 2015-05-19 | 2015-05-19 | A kind of Visco elastic strain surveys test device and the measuring method of on-the-spot crustal stress |
| CN201610536404.1A Expired - Fee Related CN106197798B (en) | 2015-05-19 | 2015-05-19 | Visco elastic strain surveys the test device of live crustal stress |
| CN201610569248.9A Active CN106017745B (en) | 2015-05-19 | 2015-05-19 | A kind of test device of scene crustal stress |
| CN201610598866.6A Active CN106092396B (en) | 2015-05-19 | 2015-05-19 | A kind of test device of crustal stress |
| CN201610601260.3A Pending CN106289586A (en) | 2015-05-19 | 2015-05-19 | A kind of test device of the on-the-spot crustal stress of petroleum engineering |
| CN201610559122.3A Expired - Fee Related CN106289585B (en) | 2015-05-19 | 2015-05-19 | A kind of measurement method of the test device of the live crustal stress of Visco elastic strain survey |
Family Applications Before (6)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610600127.6A Pending CN106124097A (en) | 2015-05-19 | 2015-05-19 | A kind of test device of crustal stress |
| CN201510256914.9A Expired - Fee Related CN105136347B (en) | 2015-05-19 | 2015-05-19 | A kind of Visco elastic strain surveys test device and the measuring method of on-the-spot crustal stress |
| CN201610536404.1A Expired - Fee Related CN106197798B (en) | 2015-05-19 | 2015-05-19 | Visco elastic strain surveys the test device of live crustal stress |
| CN201610569248.9A Active CN106017745B (en) | 2015-05-19 | 2015-05-19 | A kind of test device of scene crustal stress |
| CN201610598866.6A Active CN106092396B (en) | 2015-05-19 | 2015-05-19 | A kind of test device of crustal stress |
| CN201610601260.3A Pending CN106289586A (en) | 2015-05-19 | 2015-05-19 | A kind of test device of the on-the-spot crustal stress of petroleum engineering |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107588876A (en) * | 2017-09-09 | 2018-01-16 | 韩少鹏 | Ground exploration engineering soft rock detecting earth stress method |
| CN107643139A (en) * | 2017-09-09 | 2018-01-30 | 韩少鹏 | Exploration engineering soft rock detecting earth stress device |
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| CN106124097A (en) * | 2015-05-19 | 2016-11-16 | 魏宇坤 | A kind of test device of crustal stress |
| CN105784971A (en) * | 2016-03-25 | 2016-07-20 | 大连理工大学 | Experimental facility for utilizing anelastic strain recovery method for in situ analysis of aquo-complex settled layer stress state |
| CN106124290A (en) * | 2016-06-01 | 2016-11-16 | 宋娟 | A kind of rock mechanics parameters rectifies an instrument |
| CN106959248B (en) * | 2017-05-04 | 2023-06-02 | 广州建设工程质量安全检测中心有限公司 | Concrete test piece damage crack detection test method |
| CN107014704B (en) * | 2017-05-15 | 2019-06-25 | 东北大学 | A kind of short rock bar viscosity coefficient test method for propagating analysis based on viscoelasticity wave |
| CN109298010A (en) * | 2017-07-25 | 2019-02-01 | 中国石油化工股份有限公司 | A kind of system detecting core high-temperature fusion feature |
| CN108132186B (en) * | 2017-12-22 | 2020-11-13 | 中国矿业大学(北京) | Method for determining ground stress direction based on conventional single triaxial compression test |
| CN109470565B (en) * | 2018-11-29 | 2021-04-23 | 交通运输部公路科学研究所 | Method for testing dynamic Poisson's ratio of asphalt mixture |
| CN111811923A (en) * | 2020-06-28 | 2020-10-23 | 中铁第一勘察设计院集团有限公司 | System and method for testing flexibility ratio of hysteretic elastic strain recovery method for ground stress measurement |
| CN113959351B (en) * | 2021-09-07 | 2023-08-11 | 北京建筑大学 | Omnibearing dynamic deformation test monitoring device |
| CN115077757B (en) * | 2022-05-12 | 2024-05-24 | 深圳万知达企业管理有限公司 | Device and method for rapidly measuring ground stress on site |
| CN114993544A (en) * | 2022-07-18 | 2022-09-02 | 安徽建筑大学 | Bridge structure stress detection device |
| CN115541064B (en) * | 2022-11-24 | 2023-03-10 | 云南省交通投资建设集团有限公司 | Stress monitoring probe and method suitable for high-ground-stress tunnel chaplet surface |
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- 2015-05-19 CN CN201610600127.6A patent/CN106124097A/en active Pending
- 2015-05-19 CN CN201510256914.9A patent/CN105136347B/en not_active Expired - Fee Related
- 2015-05-19 CN CN201610536404.1A patent/CN106197798B/en not_active Expired - Fee Related
- 2015-05-19 CN CN201610569248.9A patent/CN106017745B/en active Active
- 2015-05-19 CN CN201610598866.6A patent/CN106092396B/en active Active
- 2015-05-19 CN CN201610601260.3A patent/CN106289586A/en active Pending
- 2015-05-19 CN CN201610559122.3A patent/CN106289585B/en not_active Expired - Fee Related
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Also Published As
| Publication number | Publication date |
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| CN106092396A (en) | 2016-11-09 |
| CN106289585B (en) | 2019-04-09 |
| CN106017745A (en) | 2016-10-12 |
| CN106197798A (en) | 2016-12-07 |
| CN105136347B (en) | 2016-08-24 |
| CN106197798B (en) | 2018-11-16 |
| CN106017745B (en) | 2019-01-08 |
| CN105136347A (en) | 2015-12-09 |
| CN106124097A (en) | 2016-11-16 |
| CN106289586A (en) | 2017-01-04 |
| CN106092396B (en) | 2018-12-14 |
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