CN201130131Y - Soil disintegration determinator - Google Patents
Soil disintegration determinator Download PDFInfo
- Publication number
- CN201130131Y CN201130131Y CNU2007200826619U CN200720082661U CN201130131Y CN 201130131 Y CN201130131 Y CN 201130131Y CN U2007200826619 U CNU2007200826619 U CN U2007200826619U CN 200720082661 U CN200720082661 U CN 200720082661U CN 201130131 Y CN201130131 Y CN 201130131Y
- Authority
- CN
- China
- Prior art keywords
- soil
- soil sample
- disintegration
- tank
- sample suspension
- 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.)
- Expired - Fee Related
Links
Landscapes
- Sampling And Sample Adjustment (AREA)
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
A soil disintegration analyzer comprises a water tank and a soil sample suspension, wherein the water tank is arranged on a lifting platform, and the soil sample suspension is hung on an electronic hydrostatic balance and is located on the upper portion of the water tank. The soil disintegration analyzer increases the accuracy of the reading through adopting the electronic hydrostatic balance to record the weight change of the soil sample, is provided with the lifting platform, and can decrease the platform to lift the soil sample suspension out of the water tank before or after the observation, thereby being convenient for changing soil sample and water.
Description
Technical field
The utility model relates to a kind of water and soil conservation and geotechnique's testing equipment, is used to measure soil disintegration speed.
Background technology
Soil disintegration is humidifying on the geotechnique, the phenomenon that be meant that soil disperses in hydrostatic, cracked, slump or intensity weakens.It is one of method of research soil erosion mechanism, also is to estimate one of the soil erosion order of severity very important index.The purpose of disintegration (humidifying) test is to measure to have the structural disintegration rate of the cement soil body in water, in water and soil conservation as one of index of estimating the soil corrosion resistance, one of the standard of selecting earth material earlier of on the geotechnique, building a dam as wet method.The at present domestic soil disintegration analyzer that does not also have typing.
The utility model content
The purpose of this utility model provides the soil disintegration analyzer of a kind of handled easily, accuracy of reading.
This novel purpose is realized by the following technical programs: a kind of soil disintegration analyzer, comprise tank, soil sample suspension, and tank places on the hoistable platform; Described soil sample suspension is suspended on the electronics hydrostatic balance and is positioned at the tank top.
The beneficial effects of the utility model are:
1, adopt electronics hydrostatic balance to replace floating drum, the accuracy that has improved reading.
2, increased hoistable platform,, can reduce platform, made the soil sample suspension propose tank, be convenient for changing soil sample and water when before the observation beginning and after finishing.
3, simple in structure, practical.
Description of drawings
Accompanying drawing is the structural representation of utility model.
Embodiment
In the accompanying drawing, figure acceptance of the bid note is respectively: 1, electronics hydrostatic balance; 2, framework; 3, soil sample suspension; 4, tank; 5, hoistable platform.Tank 4 places on the hoistable platform 5; Soil sample suspension 3 is suspended on the electronics hydrostatic balance 1 and is positioned at tank 4 tops.Hoistable platform 5 structures are: deck plate 5a bottom surface is hinged with biserial X shape cross-articulation leg 5b.Promptly two rod members are hinged to the X-shaped support, and two X-shaped supports are hinged again, then Shang Fang X-shaped support and deck plate 5a hinged (only illustrate among the figure 1 be disbursed from the cost and expenses frame).Soil sample suspension 3, tank 4, hoistable platform 5 all are arranged in the framework 2.
Before the observation beginning and after finishing, hoistable platform reduces, and makes the soil suspension propose tank, can change soil sample and water easily; Hoistable platform raises when beginning to observe, after soil sample immerses in the water fully, begin to clock, and the variation of recorded electronic hydrostatic balance data.
Claims (3)
1, a kind of soil disintegration analyzer comprises tank (4), soil sample suspension (3), it is characterized in that: described tank (4) places on the hoistable platform (5); Described soil sample suspension (3) is suspended on the electronics hydrostatic balance (1) and is positioned at tank (4) top.
2, according to the described soil disintegration analyzer of claim 1, it is characterized in that: described hoistable platform (5) structure is: deck plate (5a) bottom surface is hinged with biserial X shape cross-articulation leg (5b).
3, according to soil disintegration analyzer under claim 1 or 2, it is characterized in that: also have framework (2); Described soil sample suspension (3), tank (4), hoistable platform (5) all are arranged in the framework (2).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU2007200826619U CN201130131Y (en) | 2007-12-24 | 2007-12-24 | Soil disintegration determinator |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU2007200826619U CN201130131Y (en) | 2007-12-24 | 2007-12-24 | Soil disintegration determinator |
Publications (1)
Publication Number | Publication Date |
---|---|
CN201130131Y true CN201130131Y (en) | 2008-10-08 |
Family
ID=40017991
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CNU2007200826619U Expired - Fee Related CN201130131Y (en) | 2007-12-24 | 2007-12-24 | Soil disintegration determinator |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN201130131Y (en) |
Cited By (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102072844A (en) * | 2010-11-25 | 2011-05-25 | 中国石油化工股份有限公司 | Self-absorption evaluation instrument of core capillary |
CN102435719A (en) * | 2011-12-01 | 2012-05-02 | 湖南科技大学 | Large-scale granite residual soil disintegration apparatus |
CN102495193A (en) * | 2011-11-11 | 2012-06-13 | 中国科学院寒区旱区环境与工程研究所 | Soil disintegration tester |
CN102565305A (en) * | 2012-01-05 | 2012-07-11 | 西北农林科技大学 | Test method for measuring humidification, disintegration and dispersion of soil mass |
CN101710115B (en) * | 2009-12-02 | 2012-11-28 | 中国地质大学(武汉) | Soil disintegration tester |
CN103399140A (en) * | 2013-08-09 | 2013-11-20 | 中国科学院武汉岩土力学研究所 | Rock and soil disintegration test device as well as using method |
CN103792333A (en) * | 2013-12-05 | 2014-05-14 | 中国矿业大学 | Real-time tester for multi-environment simulated rock disaggregation process |
CN104458472A (en) * | 2014-12-22 | 2015-03-25 | 山东硅元新型材料有限责任公司 | Method and equipment for detecting water erosion resistance of ceramic pug |
CN104567600A (en) * | 2014-12-25 | 2015-04-29 | 东南大学 | Recycling thickness test method for asphalt pavement in hot in-place recycling project |
CN105651642A (en) * | 2015-12-31 | 2016-06-08 | 常州工学院 | Humidifying disintegration tester for cohesive soil and testing method thereof |
CN105806771A (en) * | 2016-05-01 | 2016-07-27 | 山西省交通科学研究院 | Device and method for measuring etching-resistant performance of soil slope under rainfall flushing condition |
CN106370545A (en) * | 2016-08-26 | 2017-02-01 | 湖南大学 | Soft rock slaking test system for simulating natural environments |
CN107238550A (en) * | 2017-05-20 | 2017-10-10 | 浙江交科工程检测有限公司 | A kind of constant temperature static hydraulics balance and its application method |
CN107389491A (en) * | 2017-07-06 | 2017-11-24 | 武汉科技大学 | A kind of soil body disintegration experimental provision and application method |
CN109490514A (en) * | 2019-01-15 | 2019-03-19 | 中国地质大学(武汉) | A kind of imitative experimental appliance for studying ground disintegration |
-
2007
- 2007-12-24 CN CNU2007200826619U patent/CN201130131Y/en not_active Expired - Fee Related
Cited By (21)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101710115B (en) * | 2009-12-02 | 2012-11-28 | 中国地质大学(武汉) | Soil disintegration tester |
CN102072844A (en) * | 2010-11-25 | 2011-05-25 | 中国石油化工股份有限公司 | Self-absorption evaluation instrument of core capillary |
CN102495193A (en) * | 2011-11-11 | 2012-06-13 | 中国科学院寒区旱区环境与工程研究所 | Soil disintegration tester |
CN102435719A (en) * | 2011-12-01 | 2012-05-02 | 湖南科技大学 | Large-scale granite residual soil disintegration apparatus |
CN102565305A (en) * | 2012-01-05 | 2012-07-11 | 西北农林科技大学 | Test method for measuring humidification, disintegration and dispersion of soil mass |
CN103399140A (en) * | 2013-08-09 | 2013-11-20 | 中国科学院武汉岩土力学研究所 | Rock and soil disintegration test device as well as using method |
CN103792333B (en) * | 2013-12-05 | 2017-02-01 | 中国矿业大学 | Real-time tester for multi-environment simulated rock disaggregation process |
CN103792333A (en) * | 2013-12-05 | 2014-05-14 | 中国矿业大学 | Real-time tester for multi-environment simulated rock disaggregation process |
CN104458472A (en) * | 2014-12-22 | 2015-03-25 | 山东硅元新型材料有限责任公司 | Method and equipment for detecting water erosion resistance of ceramic pug |
CN104458472B (en) * | 2014-12-22 | 2017-02-01 | 山东硅元新型材料有限责任公司 | Method and equipment for detecting water erosion resistance of ceramic pug |
CN104567600A (en) * | 2014-12-25 | 2015-04-29 | 东南大学 | Recycling thickness test method for asphalt pavement in hot in-place recycling project |
CN105651642A (en) * | 2015-12-31 | 2016-06-08 | 常州工学院 | Humidifying disintegration tester for cohesive soil and testing method thereof |
CN105806771A (en) * | 2016-05-01 | 2016-07-27 | 山西省交通科学研究院 | Device and method for measuring etching-resistant performance of soil slope under rainfall flushing condition |
CN105806771B (en) * | 2016-05-01 | 2018-09-14 | 山西省交通科学研究院 | Measuring device and method of the soil-slope in Rainfall simulator erosion corrosion resistance |
CN106370545A (en) * | 2016-08-26 | 2017-02-01 | 湖南大学 | Soft rock slaking test system for simulating natural environments |
CN106370545B (en) * | 2016-08-26 | 2018-11-09 | 湖南大学 | A kind of soft rock slaking test system of simulating natural environment |
CN107238550A (en) * | 2017-05-20 | 2017-10-10 | 浙江交科工程检测有限公司 | A kind of constant temperature static hydraulics balance and its application method |
CN107238550B (en) * | 2017-05-20 | 2020-08-11 | 浙江交科工程检测有限公司 | Constant-temperature hydrostatic balance and using method thereof |
CN107389491A (en) * | 2017-07-06 | 2017-11-24 | 武汉科技大学 | A kind of soil body disintegration experimental provision and application method |
CN107389491B (en) * | 2017-07-06 | 2020-07-24 | 武汉科技大学 | Soil disintegration experimental device and using method |
CN109490514A (en) * | 2019-01-15 | 2019-03-19 | 中国地质大学(武汉) | A kind of imitative experimental appliance for studying ground disintegration |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN201130131Y (en) | Soil disintegration determinator | |
CN203745323U (en) | Remolded soil disintegration testing apparatus | |
CN205228987U (en) | Hang direct weighing type soil test device that disintegrates | |
CN201583470U (en) | Portable soil disintegrating tester | |
CN105651642A (en) | Humidifying disintegration tester for cohesive soil and testing method thereof | |
CN105424315A (en) | Device and method for measuring impact on horizontal bearing performance of pile foundation from waves | |
CN202928929U (en) | Consolidation and penetration test device for soil under chemical-stress coupling effect | |
CN211347813U (en) | Device for measuring rock water absorption in real time | |
CN205538499U (en) | A full -automatic staight scissors appearance for determining chemical contamination soil shear strength | |
CN104020092B (en) | One kind consolidation pore water pressure combined test device and method | |
CN204590104U (en) | A kind of bath scaled model experimental device of simulating self-balance testing pile method | |
CN205749466U (en) | A kind of device for studying roof greening Rainfall-runoff time and stagnant storage characteristic | |
CN212432925U (en) | Drainage asphalt concrete drainage capability testing arrangement | |
CN101782485A (en) | Static pressure testing device of solar cell assembly | |
CN201859104U (en) | Simulation test device for researching sheet flow and underground hole fissure flow | |
CN105738595A (en) | Combined testing method and experiment device for soil disintegration characters and underwater repose angle | |
CN111458255B (en) | Device for automatically testing and recording water content of rock sample in water immersion test | |
CN206696119U (en) | A kind of sheet material water absorption rate test system | |
CN102401733B (en) | Test platform for long term working performance research model of novel plastic drainage plate | |
CN106706498A (en) | Steady state water permeability coefficient testing device and method of concrete type material | |
CN110185072A (en) | A kind of foundation is anti-to dial load-carrying properties detection method | |
CN109342681A (en) | A kind of original position water quality monitoring system | |
CN217655115U (en) | Civil engineering geotechnical disintegration test device | |
CN206362525U (en) | Pollutant Transportation experimental system between overlying water-bed material of the native cup trans-scale coupling of circulating water chennel-experiment | |
CN201622142U (en) | Solar battery pack static pressure test unit |
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: 20081008 Termination date: 20100125 |