CN106841291A - For determining each device and its method of testing to thermal conductivity factor of frozen soil - Google Patents

For determining each device and its method of testing to thermal conductivity factor of frozen soil Download PDF

Info

Publication number
CN106841291A
CN106841291A CN201710226098.6A CN201710226098A CN106841291A CN 106841291 A CN106841291 A CN 106841291A CN 201710226098 A CN201710226098 A CN 201710226098A CN 106841291 A CN106841291 A CN 106841291A
Authority
CN
China
Prior art keywords
thermoprobe
heating
thermal conductivity
frozen soil
conductivity factor
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CN201710226098.6A
Other languages
Chinese (zh)
Other versions
CN106841291B (en
Inventor
陈之祥
李顺群
赵磊
桂超
潘林
杨文喜
尚军
王英红
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tianjin Chengjian University
Original Assignee
Tianjin Chengjian University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Tianjin Chengjian University filed Critical Tianjin Chengjian University
Priority to CN201710226098.6A priority Critical patent/CN106841291B/en
Publication of CN106841291A publication Critical patent/CN106841291A/en
Application granted granted Critical
Publication of CN106841291B publication Critical patent/CN106841291B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N25/00Investigating or analyzing materials by the use of thermal means
    • G01N25/20Investigating or analyzing materials by the use of thermal means by investigating the development of heat, i.e. calorimetry, e.g. by measuring specific heat, by measuring thermal conductivity

Landscapes

  • Physics & Mathematics (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Investigating Or Analyzing Materials Using Thermal Means (AREA)

Abstract

The present invention is provided to determine each device to thermal conductivity factor of frozen soil, the inside of the heating thermoprobe of the device is disposed with heater strip, upper point for measuring temperature, lower point for measuring temperature, probe wall, filling sand;Thermoprobe inner wall of end is provided with point for measuring temperature, the probe wall of thermoprobe, filling sand;Data wire is connected through handle hole road and probe installing hole with a heating thermoprobe and three thermoprobes;Data wire is connected with data collecting system.A kind of method of testing for determining each device to thermal conductivity factor of frozen soil is provided simultaneously.Effect of the invention is that the method possesses that the testing time is shorter, calculate the feature such as convenient, for calculate frozen soil it is each to thermal conductivity factor a kind of means are provided.By comparing calculation and measured value, the predicated error of the device is within 7.2%.The raising of precision can to greatest extent lift the understanding to frozen soil heat-conductive characteristic, be that the thermal parameter selection of Temperature Field of Permafrost provides safeguard.

Description

For determining each device and its method of testing to thermal conductivity factor of frozen soil
Technical field
The invention belongs to the thermal parameter testing field of frozen soil engineering, for determine each device to thermal conductivity factor of frozen soil and its Method of testing, can simultaneously determine thermal conductivity factor of the different subzero temperature frozen soil in different directions.
Background technology
The four phase system that frozen soil is made up of soil skeleton, water, ice and gas, by the soil body it is granular and it is structural influence, the soil body With stronger anisotropic properties.Moisture distribution situation is complicated in unsaturation frozen soil under different temperatures, by low-temperature receiver and the soil body Grand micro object influence, the water that do not freeze in the soil body carries out nonlinear water translocation.Therefore, the thermal conductivity factor of frozen soil show compared with Big anisotropy.
In conventional frozen soils temperature field computation, thermal conductivity factor is generally assumed to be isotropism or orthotropy, this and jelly What soil was not corresponded really.Using the thermal conductivity factor of a direction frozen soil as frozen soil actual thermal conductivity factor so that temperature field count There is certain error between calculation value and true value, the 10%~75% of true value is about according to this error of numerical analysis.Current frozen soil Thermal conductivity factor method is divided into steady state method and Transient Method, and what steady state method was determined is the average value of certain region thermal conductivity of frozen soils, transient state Method is typically only capable of determining the thermal conductivity factor of a direction frozen soil.Therefore, it is necessary to the anisotropic properties of thermal conductivity of frozen soils Recognized, so as to correctly recognize and assess the thermo parameters method of frozen soil.Temperature calculating of the method to lifting frozen soil engineering Precision has important value.
The content of the invention
Mesh of the present invention is to provide for determining each device and its method of testing to thermal conductivity factor of frozen soil, realize frozen soil it is each to The direct test of thermal conductivity factor, it would be desirable to which the soil body of repeatedly test is each to be once to heat conduction simplification of coefficient, while solving sample Easily disturbance and the test not unique problem of thermal source.
To achieve the above object, the present invention provides a kind of for determining each device to thermal conductivity factor of frozen soil, for determining Each device to thermal conductivity factor of frozen soil inserts inside soil body, and is connected with data collecting system, it is characterized in that:The device includes Piece heating thermoprobe, three thermoprobes, handle, a data wires, the inside of the heating thermoprobe be disposed with heater strip, Upper point for measuring temperature, lower point for measuring temperature, probe wall, filling sand;Thermoprobe inner wall of end is provided with point for measuring temperature, the probe of thermoprobe Wall, filling sand;Handle is made up of hand-held cylinder and installation cylinder, and the disc of hand-held cylinder is connected with the disc for installing cylinder, Install and be provided with four probe installing holes on cylinder.Data wire is through handle hole road and probe installing hole and a heating thermoprobe It is connected with three thermoprobes;Data wire is by one group of heater wire of heating thermoprobe, two groups of thermometrics of heating thermoprobe Three groups of thermometric lines composition of line and thermoprobe;Data wire is connected with data collecting system, that is, forms of the invention being used for Determine each device to thermal conductivity factor of frozen soil.
A kind of method of testing for determining each device to thermal conductivity factor of frozen soil is provided simultaneously.
Effect of the invention is that the method possesses that the testing time is shorter, calculate the advantage such as convenient, for calculate frozen soil it is each to Thermal conductivity factor provides a kind of means.By comparing calculation and measured value, the predicated error of the device is within 7.2%.Precision Raising can to greatest extent lift the understanding to frozen soil heat-conductive characteristic, be that the thermal parameter selection of Temperature Field of Permafrost provides safeguard.
Brief description of the drawings
Fig. 1 is of the invention for determining each device to thermal conductivity factor of frozen soil;
Fig. 2 is heating thermoprobe composition schematic diagram of the present invention;
Fig. 3 is thermoprobe schematic diagram of the present invention;
Fig. 4 is handle left view of the present invention;
Fig. 5 is handle right view of the present invention.
In figure:
1. the heater strip of 4. data wire of thermoprobe 2. thermoprobe, 3. handle 11. is heated
The filling of 13. times points for measuring temperature of point for measuring temperature, 14. probe wall 15. point for measuring temperature of sand 21. on 12.
31. hand-held cylinder 32. installs the heater wire of 33. probe installing hole of cylinder, 34. duct 41.
42. thermometric lines
Specific embodiment
Respectively it is illustrated to the device and its method of testing of thermal conductivity factor for determining frozen soil to of the invention with reference to accompanying drawing.
Principle for determining each device to thermal conductivity factor of frozen soil of the invention:Surveyed in thermal conductivity factor based on line heat source method Application in fixed, by the thermal conductivity factor for determining three directions of level and vertical two directions direction, there is provided one kind is for determining Each device and its method of testing to thermal conductivity factor of frozen soil.
Of the invention for determining, frozen soil is each to be to the apparatus structure of thermal conductivity factor, and this is used to determine frozen soil respectively to heat conduction system Several device insertion inside soil bodies, and be connected with data collecting system, it is characterized in that:The device includes that a heating thermometric is visited Pin 1, three thermoprobes 2, handle 3, data wires 4, as shown in Figure 1.The inside of the heating thermoprobe 1 is disposed with heater strip 11st, upper point for measuring temperature 12, lower point for measuring temperature 13, probe wall 14, filling sand 15;As shown in Figure 2.The inner wall of end of thermoprobe 2 is provided with Point for measuring temperature 21, thermoprobe 2 is again provided with probe wall 14, filling sand 15;As shown in Figure 3.Handle 3 is by hand-held cylinder 31 and installs Cylinder 32 is constituted, wherein the disc of hand-held cylinder 31 is connected with the disc for installing cylinder 32, to be installed and be provided with four on cylinder 32 Individual probe installing hole 33, as shown in Figure 4 and Figure 5.Data wire 4 is surveyed through the duct 34 of handle 3 and probe installing hole 33 and a heating Warm probe 1 is connected with three thermoprobes 2;One group heater wire 41, heating thermometric spy of the data wire 4 by heating thermoprobe 1 Two groups of thermometric lines 42 of pin 1 and three groups of thermometric lines 42 of thermoprobe 2 are constituted;Data wire 4 is connected with data collecting system, Formed for determining each device to thermal conductivity factor of frozen soil.
It is of the invention for determining each method of testing to heat conduction coefficient unit of frozen soil, the method includes following steps:
1) will be respectively inserted perpendicularly into sample to be tested to the device of thermal conductivity factor for determining frozen soil, by data wire 4 Group heater wire 41 is connected with the heating power supply of data collecting system;By the thermometric line 42 of data wire 4 and the temperature of data collecting system Degree Acquisition Instrument is connected;
2) point for measuring temperature is numbered respectively, wherein the point for measuring temperature up and down of heating thermoprobe 1 is respectively designated as a, b;Three Root thermoprobe 2 is c, d, e according to clockwise denomination.
3) collecting temperature data, record heating thermoprobe 1 after the temperature sensor stable reading of pending data acquisition system The temperature value read with thermoprobe 2, is designated as Tj1;Then with the heating power supply of data collecting system in heating thermoprobe 1 The heater strip in portion is heated, and record heating starts t1With end time t2;The heating of record data acquisition system is electric simultaneously Current strength I and output voltage U that source provides;After the temperature sensor reading of pending data acquisition system is stablized again, number is closed According to the heating power supply of acquisition system, and the temperature value that heating thermoprobe 1 and thermoprobe 2 read is recorded, be designated as Tj2
4) the temperature value T of point for measuring temperature a, b, c, d, the e recorded according to data collecting systema1、Ta2;Tb1、Tb2;Tc1、Tc2; Td1、Td2;Te1、Te2;Convolution (1) calculates the thermal conductivity factor of frozen soil, and formula (1) is:
In formula (1), I is current strength, A;U is output voltage, V;t1And t2For heating process starts and the end time;Tj1 And Tj2For the heating of point for measuring temperature j records starts the corresponding temperature with the end of, DEG C;In step 3) middle acquisition.According to the method Can obtain frozen soil under different subzero temperatures it is each to thermal conductivity factor, be that the thermal parameter of Temperature Field of Permafrost is chosen and provided safeguard.
It is compared with the multiple multi-angle test result of steady state method of routine by reinventing sample to silty clay, proposition It is maintained within 4.4% for determining each device to thermal conductivity factor of frozen soil error in the horizontal direction, in the mistake of vertical direction Difference is maintained within 7.2%.The raising of precision can to greatest extent lift the understanding to frozen soil heat-conductive characteristic, be frozen soils temperature The thermal parameter of field is chosen and is provided safeguard
The foregoing is only and illustrated with reference to this calculating process, for a person skilled in the art, the present invention Can there are various change and change.Within all foundation the spirit and principles in the present invention, any modification, equivalent substitution and improvements made Deng should be included within the scope of the present invention.

Claims (2)

1. a kind of for determining each device to thermal conductivity factor of frozen soil, in the device insertion soil body, and with data collecting system phase Connection, it is characterized in that:The device includes heating thermoprobe (1), three thermoprobes (2), handle (3), a data wires (4), heating thermoprobe (1) is internally provided with heater strip (11), upper point for measuring temperature (12), lower point for measuring temperature (13), probe Wall (14), filling sand (15);Every thermoprobe (2) inner wall of end is provided with point for measuring temperature (21), thermoprobe (2) and equally sets There are probe wall (14), filling sand (15);Handle (3) is connected for hand-held cylinder (31) with cylinder (32) is installed, and installs cylinder (32) four probe installing holes (33) are provided with;Data wire (4) is through handle (3) duct (34) and probe installing hole (33) and Root heats thermoprobe (1) and is connected with three thermoprobes (2);One group including heating thermoprobe (1) of data wire (4) adds Three groups of thermometric lines (42) of hot line (41), two groups of thermometric lines (42) of heating thermoprobe (1) and thermoprobe (2);By data Line (4) is connected with data collecting system, is formed for determining each device to thermal conductivity factor of frozen soil.
2., using the method for testing for determining each device to thermal conductivity factor of frozen soil described in claim 1, the method includes Following steps:
1) will be respectively inserted perpendicularly into sample to be tested to the device of thermal conductivity factor for determining frozen soil, by one group in data wire (4) Heater wire (41) is connected with the heating power supply of data collecting system;By the thermometric line (42) and data collecting system of data wire (4) Temperature sensor be connected;
2) point for measuring temperature is numbered respectively, wherein the point for measuring temperature up and down of heating thermoprobe (1) is respectively designated as a, b;Three Thermoprobe (2) is c, d, e according to clockwise denomination;
3) collecting temperature data, after the temperature sensor stable reading of pending data acquisition system record heating thermoprobe (1) and The temperature value that thermoprobe (2) reads, is designated as Tj1;Then with the heating power supply of data collecting system to heating thermoprobe (1) Internal heater strip is heated, and record heating starts t1With end time t2;The heating of record data acquisition system simultaneously Current strength I and output voltage U that power supply is provided;After the temperature sensor reading of pending data acquisition system is stablized again, close The heating power supply of data collecting system, and the temperature value that heating thermoprobe (1) and thermoprobe (2) read is recorded, it is designated as Tj2
4) the temperature value T of point for measuring temperature a, b, c, d, the e recorded according to data collecting systema1、Ta2;Tb1、Tb2;Tc1、Tc2;Td1、Td2; Te1、Te2;Convolution (1) calculates the thermal conductivity factor of frozen soil, and formula (1) is:
λ = I U 4 π L · l n ( t 2 / t 1 ) T j 2 - T j 1 - - - ( 1 )
In formula (1), I is current strength, A;U is output voltage, V;t1And t2For heating process starts and the end time;Tj1And Tj2 For the heating of point for measuring temperature j records starts the corresponding temperature with the end of, DEG C;In step 3) middle acquisition, obtained according to the method Under different subzero temperatures frozen soil it is each to thermal conductivity factor, be that the thermal parameter of Temperature Field of Permafrost is chosen and provided safeguard.
CN201710226098.6A 2017-04-08 2017-04-08 Device for measuring heat conduction coefficient of frozen soil in various directions and testing method thereof Active CN106841291B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710226098.6A CN106841291B (en) 2017-04-08 2017-04-08 Device for measuring heat conduction coefficient of frozen soil in various directions and testing method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710226098.6A CN106841291B (en) 2017-04-08 2017-04-08 Device for measuring heat conduction coefficient of frozen soil in various directions and testing method thereof

Publications (2)

Publication Number Publication Date
CN106841291A true CN106841291A (en) 2017-06-13
CN106841291B CN106841291B (en) 2023-06-27

Family

ID=59147517

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710226098.6A Active CN106841291B (en) 2017-04-08 2017-04-08 Device for measuring heat conduction coefficient of frozen soil in various directions and testing method thereof

Country Status (1)

Country Link
CN (1) CN106841291B (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107167494A (en) * 2017-06-14 2017-09-15 天津城建大学 The automobile mounted air purifier of solar energy coupling machinery energy magnetic life electricity
CN107271481A (en) * 2017-07-10 2017-10-20 昆明理工大学 A kind of multi-faceted Soil Thermal Conductivity measurement apparatus and method
CN108226220A (en) * 2017-12-28 2018-06-29 河海大学 Temperature control anisotropic soil body heat physical property joint test device and test method
CN108896606A (en) * 2018-09-25 2018-11-27 国电环境保护研究院有限公司 A kind of unstable state cylinder heat resource method temperature becomes effective thermal conductivity measurement device and method
CN110320234A (en) * 2019-08-09 2019-10-11 天津城建大学 A kind of measuring device and implementation method of bleeder soil body thermal coefficient
CN112067651A (en) * 2020-08-10 2020-12-11 中国科学院空间应用工程与技术中心 Heat flow measuring thermal probe inside resident type outer star body and measuring method
CN113791114A (en) * 2021-08-25 2021-12-14 广州广燃设计有限公司 Method, device and system for testing total heat transfer coefficient from gas to soil

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102419216A (en) * 2011-09-08 2012-04-18 同济大学 Temperature monitoring device in liquid nitrogen freezing pipe
CN104215655A (en) * 2014-09-15 2014-12-17 中国矿业大学 Device and method for measuring heat conductivity coefficient of frozen earth in three-dimensional direction
CN105044147A (en) * 2015-07-10 2015-11-11 中国矿业大学 Near-phase change zone frozen soil thermal conductivity coefficient determination device and method
CN204925002U (en) * 2015-08-19 2015-12-30 山东路达试验仪器有限公司 Frozen soil coefficient of heat conductivity apparatus
CN205139062U (en) * 2015-11-16 2016-04-06 吉林大学 Coefficient of heat conductivity unites accuracy of measurement with resistivity
CN105910941A (en) * 2016-04-12 2016-08-31 天津城建大学 Test method for frozen soil unfrozen-water content based on pressure plate apparatus
CN206601352U (en) * 2017-04-08 2017-10-31 天津城建大学 For determining each device to thermal conductivity factor of frozen soil

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102419216A (en) * 2011-09-08 2012-04-18 同济大学 Temperature monitoring device in liquid nitrogen freezing pipe
CN104215655A (en) * 2014-09-15 2014-12-17 中国矿业大学 Device and method for measuring heat conductivity coefficient of frozen earth in three-dimensional direction
CN105044147A (en) * 2015-07-10 2015-11-11 中国矿业大学 Near-phase change zone frozen soil thermal conductivity coefficient determination device and method
CN204925002U (en) * 2015-08-19 2015-12-30 山东路达试验仪器有限公司 Frozen soil coefficient of heat conductivity apparatus
CN205139062U (en) * 2015-11-16 2016-04-06 吉林大学 Coefficient of heat conductivity unites accuracy of measurement with resistivity
CN105910941A (en) * 2016-04-12 2016-08-31 天津城建大学 Test method for frozen soil unfrozen-water content based on pressure plate apparatus
CN206601352U (en) * 2017-04-08 2017-10-31 天津城建大学 For determining each device to thermal conductivity factor of frozen soil

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
周家作;韦昌富;魏厚振;陈盼: "线热源法测量冻土热参数的适用性分析", 岩土工程学报 *
王凯;李顺群;夏锦红;: "土在冻结过程中的温度场研究", 土工基础 *

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107167494A (en) * 2017-06-14 2017-09-15 天津城建大学 The automobile mounted air purifier of solar energy coupling machinery energy magnetic life electricity
CN107271481A (en) * 2017-07-10 2017-10-20 昆明理工大学 A kind of multi-faceted Soil Thermal Conductivity measurement apparatus and method
CN107271481B (en) * 2017-07-10 2019-08-13 昆明理工大学 A kind of multi-faceted Soil Thermal Conductivity measuring device and method
CN108226220A (en) * 2017-12-28 2018-06-29 河海大学 Temperature control anisotropic soil body heat physical property joint test device and test method
CN108896606A (en) * 2018-09-25 2018-11-27 国电环境保护研究院有限公司 A kind of unstable state cylinder heat resource method temperature becomes effective thermal conductivity measurement device and method
CN108896606B (en) * 2018-09-25 2024-02-06 国电环境保护研究院有限公司 Device and method for measuring effective heat conductivity coefficient of temperature change by using unsteady cylindrical heat source method
CN110320234A (en) * 2019-08-09 2019-10-11 天津城建大学 A kind of measuring device and implementation method of bleeder soil body thermal coefficient
CN112067651A (en) * 2020-08-10 2020-12-11 中国科学院空间应用工程与技术中心 Heat flow measuring thermal probe inside resident type outer star body and measuring method
CN112067651B (en) * 2020-08-10 2021-11-05 中国科学院空间应用工程与技术中心 Heat flow measuring thermal probe inside resident type outer star body and measuring method
CN113791114A (en) * 2021-08-25 2021-12-14 广州广燃设计有限公司 Method, device and system for testing total heat transfer coefficient from gas to soil

Also Published As

Publication number Publication date
CN106841291B (en) 2023-06-27

Similar Documents

Publication Publication Date Title
CN106841291A (en) For determining each device and its method of testing to thermal conductivity factor of frozen soil
CN102721722B (en) In-situ thermal response testing method of stratified thermal properties of underground rock and soil
CN104360042B (en) Testing arrangement and the method for testing of the inner frost heaving amount of a kind of compacted soil
Lu et al. Thermo–time domain reflectometry method: Advances in monitoring in situ soil bulk density
CN105044147B (en) A kind of nearly phase change zone thermal conductivity of frozen soils measure apparatus and method
CN106370816A (en) Testing system capable of dynamically testing soil dehumidification/freezing water content change features
CN206601352U (en) For determining each device to thermal conductivity factor of frozen soil
CN105223232B (en) A kind of thermal conductivity measuring instrument and measuring method
CN105717156B (en) The crosspointer thermal pulse thermal characteristic measurement system and method for probe spacing can be demarcated in situ
CN104964997B (en) A kind of method that heterogeneous content in quick measure material is matched based on physical property
CN106124078A (en) A kind of method using double-thermocouple to measure strong transient fluid temperature
CN103454309A (en) Distributed soil moisture content measuring method and system
CN103134834A (en) Device and method for measuring dryness of wet steam
CN108287175A (en) A kind of real-time test method for measuring soil body thermal parameter
Aranzabal et al. Temperature measurements along a vertical borehole heat exchanger: A method comparison
Aranzabal et al. Extraction of thermal characteristics of surrounding geological layers of a geothermal heat exchanger by 3D numerical simulations
CN204694654U (en) The hot physical property of combined type ground source heat pump rock-soil and underground pipe heat exchange tester
CN205879561U (en) Wet transmission performance simulating measurement setup of U type ground pipe laying heat exchanger heat
CN109507234A (en) A kind of thermal conductivity of frozen soils test modification method based on heat-pole method
CN205067401U (en) Thermal conductivity measuring apparatu
Schüppler et al. Uncertainty analysis of wireless temperature measurement (WTM) in borehole heat exchangers
CN105572161A (en) Non-steady state thermal conductivity coefficient testing method and testing device thereof
CN105372288A (en) Heat flow rate measuring instrument and measuring method
Corcoran et al. Calibration of thermal response test (TRT) units with a virtual borehole
Carpentier et al. In situ thermal properties characterization using frequential methods

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant