CN202057647U - Frost heave factor tester for soil property - Google Patents
Frost heave factor tester for soil property Download PDFInfo
- Publication number
- CN202057647U CN202057647U CN2010207007418U CN201020700741U CN202057647U CN 202057647 U CN202057647 U CN 202057647U CN 2010207007418 U CN2010207007418 U CN 2010207007418U CN 201020700741 U CN201020700741 U CN 201020700741U CN 202057647 U CN202057647 U CN 202057647U
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- China
- Prior art keywords
- soil
- chamber
- soil property
- frost heave
- sample test
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- 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.)
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- Investigating Or Analyzing Materials Using Thermal Means (AREA)
Abstract
The utility model discloses a frost heave factor for soil property, which comprises a tester box body formed by an upper portion and a lower portion. The lower portion of the tester box body is a Freon cooling chamber controlled by a power device, and the power device is connected with a controller through a wire. The upper portion of the tester box body is a measuring chamber, the Freon cooling chamber is connected with the measuring chamber through a temperature transmission plate which is provided with a soil sample test-piece mould, and the soil sample test-piece mould is provided with a displacement sensor which is connected with a display instrument. The frost heave factor tester for the soil property reduces other influencing factors, is capable of directly measuring frost heave state of soil samples under low temperature, has high detection accuracy, improves measurement efficiency, and provides quality guarantee for construction of buildings and roads.
Description
Technical field
The utility model relates to a kind of structure foundation basis and native surveying instrument that produces old bulging deformation under negative temperature of structure of being used for.
Background technology
At present, also be not specifically designed to the detecting instrument of measuring the soil property frozen-heave factor at home, conventional method is after soil sample is made standard component, put into refrigerator or refrigerator-freezer, distortion is measured on limit refrigeration, limit, influences accuracy of observation, wastes time and energy, be difficult to the effect that reaches desirable, influence the design of freezing resistance and the service property (quality) of buildings.
The utility model content
Technical problem to be solved in the utility model provides a kind of soil property frozen-heave factor analyzer, realized refrigeration and measured integratedly, improved precision and the efficient measured.
For solving the problems of the technologies described above, the technical solution of the utility model is: soil property frozen-heave factor analyzer, comprise the measuring instrument casing that constitutes by two parts up and down, described measuring instrument lower box is the freon refrigeration chamber by propulsion system control, described propulsion system are connected with controller by lead, described measuring instrument casing top is measuring chamber, connect by heat-conductive plate between described freon refrigeration chamber and the described measuring chamber, the soil sample test piece mould is housed on the described heat-conductive plate, described soil sample test piece mould is provided with displacement transducer, and described displacement transducer is connected with Displaying Meter.
As a kind of optimized technical scheme, described controller and described Displaying Meter all are arranged on the upper surface of described measuring instrument casing.
Owing to adopted technique scheme, the beneficial effects of the utility model are: because the measuring instrument lower box is the freon refrigeration chamber by propulsion system control, described propulsion system are connected with controller by lead, described measuring instrument casing top is measuring chamber, connect by heat-conductive plate between described freon refrigeration chamber and the described measuring chamber, cool room is passed to measuring chamber to low-temperature receiver by heat-conductive plate, makes to form subzero environment in the cool room, and controller can control to the temperature of wanting; Again owing on the described heat-conductive plate soil sample test piece mould is housed, described soil sample test piece mould is provided with displacement transducer, described displacement transducer is connected with Displaying Meter, soil sample expands under the condition of negative temperature and causes change in displacement, can be presented at displacement variable on the Displaying Meter by displacement transducer.
Description of drawings
Accompanying drawing is the structural representation of the utility model embodiment;
Among the figure: 1-measuring instrument casing; The 2-propulsion system; 3-freon refrigeration chamber; The 4-controller; The 5-measuring chamber; The 6-heat-conductive plate; 7-soil sample test piece mould; The 8-displacement transducer; The 9-Displaying Meter.
Embodiment
Below in conjunction with drawings and Examples, further set forth the utility model.Should be understood that these embodiment only to be used to the utility model is described and be not used in the restriction scope of the present utility model.Should be understood that in addition those skilled in the art can make various changes or modifications the utility model after the content of having read the utility model instruction, these equivalent form of values fall within the application's appended claims institute restricted portion equally.
As shown in drawings, soil property frozen-heave factor analyzer, comprise the measuring instrument casing 1 that constitutes by two parts up and down, described measuring instrument casing 1 bottom is the freon refrigeration chamber 3 by propulsion system 2 controls, described propulsion system 2 are connected with controller 4 by lead, described measuring instrument casing 1 top is measuring chamber 5, connect by heat-conductive plate 6 between described freon refrigeration chamber 3 and the described measuring chamber 5, on the described heat-conductive plate 6 soil sample test piece mould 7 is housed, described soil sample test piece mould 7 is provided with displacement transducer 8, and described displacement transducer 8 is connected with Displaying Meter 9.
Described controller 4 and described Displaying Meter 9 all are arranged on the upper surface of described measuring instrument casing 1.
The course of work is as follows: start-up control instrument 4, freon refrigeration chamber 3 produces cold refrigeration work chamber refrigeration is reached specified negative temperature, by heat-conductive plate test piece mould is freezed again, prefabricated soil sample test specimen is placed among the mould, the negative temperature of mold base makes local products give birth to frost heave, displacement transducer 8 by the Measurement die top records displacement deformation, draws the data that soil property is dredged the rate of expanding.
The utility model is designed to special-purpose soil property frozen-heave factor checkout equipment, reduce other influence factors, can directly measure the frost-heaving deformation of soil sample under the low-temperature condition, had higher measuring accuracy, improved the efficient of measuring, for the construction of building, highway provides quality assurance.
Claims (2)
1. soil property frozen-heave factor analyzer, it is characterized in that: comprise the measuring instrument casing that constitutes by two parts up and down, described measuring instrument lower box is the freon refrigeration chamber by propulsion system control, described propulsion system are connected with controller by lead, described measuring instrument casing top is measuring chamber, connect by heat-conductive plate between described freon refrigeration chamber and the described measuring chamber, the soil sample test piece mould is housed on the described heat-conductive plate, described soil sample test piece mould is provided with displacement transducer, and described displacement transducer is connected with Displaying Meter.
2. soil property frozen-heave factor analyzer as claimed in claim 1 is characterized in that: described controller and described Displaying Meter all are arranged on the upper surface of described measuring instrument casing.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010207007418U CN202057647U (en) | 2010-12-31 | 2010-12-31 | Frost heave factor tester for soil property |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010207007418U CN202057647U (en) | 2010-12-31 | 2010-12-31 | Frost heave factor tester for soil property |
Publications (1)
Publication Number | Publication Date |
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CN202057647U true CN202057647U (en) | 2011-11-30 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN2010207007418U Expired - Fee Related CN202057647U (en) | 2010-12-31 | 2010-12-31 | Frost heave factor tester for soil property |
Country Status (1)
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CN (1) | CN202057647U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103344748A (en) * | 2013-07-05 | 2013-10-09 | 上海大学 | Device and method for testing deformation and water transfer characteristics of soil body under temperature gradient effect |
CN105181736A (en) * | 2015-08-14 | 2015-12-23 | 东南大学 | Rock and earth mass frost heaving parameter in-situ tester |
CN105486836A (en) * | 2015-11-16 | 2016-04-13 | 天津城建大学 | Calculation method for saturated-clay frost heaving ratio in closed system |
CN106124553A (en) * | 2016-07-08 | 2016-11-16 | 安徽理工大学 | A kind of Multifunction frost heave test instrument |
-
2010
- 2010-12-31 CN CN2010207007418U patent/CN202057647U/en not_active Expired - Fee Related
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103344748A (en) * | 2013-07-05 | 2013-10-09 | 上海大学 | Device and method for testing deformation and water transfer characteristics of soil body under temperature gradient effect |
CN103344748B (en) * | 2013-07-05 | 2015-07-29 | 上海大学 | Thermograde soil under action body deformability and water translocation characteristic test device and method |
CN105181736A (en) * | 2015-08-14 | 2015-12-23 | 东南大学 | Rock and earth mass frost heaving parameter in-situ tester |
CN105181736B (en) * | 2015-08-14 | 2017-11-03 | 东南大学 | Rock And Soil frost heave parameter in-situ test instrument |
CN105486836A (en) * | 2015-11-16 | 2016-04-13 | 天津城建大学 | Calculation method for saturated-clay frost heaving ratio in closed system |
CN105486836B (en) * | 2015-11-16 | 2018-03-30 | 天津城建大学 | The computational methods of saturation clay frozen-heave factor in closed system |
CN106124553A (en) * | 2016-07-08 | 2016-11-16 | 安徽理工大学 | A kind of Multifunction frost heave test instrument |
CN106124553B (en) * | 2016-07-08 | 2018-10-19 | 安徽理工大学 | A kind of novel and multifunctional frost heave test instrument |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20111130 Termination date: 20111231 |