CN210071531U - Geosynthetic material hydrostatic pressure resistance and permeability coefficient tester - Google Patents
Geosynthetic material hydrostatic pressure resistance and permeability coefficient tester Download PDFInfo
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- CN210071531U CN210071531U CN201920885489.3U CN201920885489U CN210071531U CN 210071531 U CN210071531 U CN 210071531U CN 201920885489 U CN201920885489 U CN 201920885489U CN 210071531 U CN210071531 U CN 210071531U
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Abstract
The utility model discloses a geosynthetic material is able to bear or endure hydrostatic pressure and osmotic coefficient apparatus, include board, lower pressure disk, go up the pressure disk, cover and the graduated tube. Be equipped with down pressure disk and holding down the pressure disk on the board for press from both sides tight sample, go up the pressure disk upper seal and be fixed with and cover, be equipped with graduated tube and filler on covering, close the leakproofness that the filler can keep covering, when carrying out the osmotic coefficient survey, will cover earlier and fill up water, the graduated tube reaches zero scale mark, and the volume can be directly read from the graduated tube to the water that covers from the sample infiltration, and the water that covers in the test completion back can be followed the outlet and discharged. The tester can be used for testing the hydrostatic pressure resistance and the permeability coefficient, and is convenient to use.
Description
Technical Field
The utility model relates to a geosynthetic material check out test set especially relates to a resistant hydrostatic pressure and osmotic coefficient apparatus.
Background
The geotechnical material is also called geosynthetic material, is a general name of synthetic material for civil engineering application, has the excellent properties of light weight, low cost, corrosion resistance, reverse filtration, drainage, isolation, reinforcement and the like, and the hydrostatic pressure resistance measurement of the geotechnical synthetic material is an important quality index of the geotechnical material, which is a quite important procedure in related industrial production processes.
All use hydrostatic test appearance to carry out resistant hydrostatic performance test to geotechnological material at present, be equipped with water tank, water pump and corresponding pressurization, pressure reduction switch in the hydrostatic test appearance board, the board is equipped with the anchor clamps that are used for fixed sample that communicate in the water tank, and the one side of sample bears the pressure that lasts the rise during the test, seeps water until the another side appears, and the meter records the pressure when seeping water to with the resistant hydrostatic pressure of this evaluation sample.
The above prior art solutions have the following drawbacks: the seepage phenomenon can only be observed, the volume of the seepage water cannot be determined, the function is single, and the permeability coefficient of the geotechnical material cannot be measured.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a geosynthetic material is able to bear or endure hydrostatic pressure and osmotic coefficient apparatus has the function of surveying simultaneously able to bear or endure hydrostatic pressure and osmotic coefficient.
The above object of the present invention can be achieved by the following technical solutions:
the utility model provides a geosynthetic material is able to bear or endure hydrostatic pressure and osmotic coefficient apparatus, includes board, the annular lower pressure disk of circle and last pressure disk, its characterized in that: the improved water filling machine is characterized in that a working cavity is formed in the machine table, the upper pressing plate and the lower pressing plate are installed in the working cavity, a cover is fixed on the upper pressing plate in a sealing mode, a graduated tube is arranged on the cover, and a water filling opening capable of being opened and closed is arranged on the cover.
By adopting the technical scheme, not only the hydrostatic pressure resistance of the test sample can be measured, but also the permeability coefficient can be measured. The water level of the water in the cover rises when the sample is tested, and the volume of the permeating water can be seen from the graduated tube, so that the permeability coefficient of the sample is measured.
The utility model discloses further set up to: the screw at the top of the cover is fixed with a connecting sheet, the connecting sheet is provided with a through hole, and the position of the upper pressure plate corresponding to the through hole is provided with a screw hole and a screw rod which penetrates through the through hole and is connected with the screw hole.
Through adopting above-mentioned technical scheme, the screw rod passes through the through-hole and goes up pressure disk threaded connection, can fix and cover.
The utility model discloses further set up to: and a sealing ring is arranged at the bottom of the cover.
Through adopting above-mentioned technical scheme, the leakproofness that the sealing washer can improve and cover avoids covering the water injection in-process and takes place to leak.
The utility model discloses further set up to: and a pore plate is fixed on the inner ring of the upper pressure plate.
Through adopting above-mentioned technical scheme, can avoid causing the destruction to the sample when surveying the osmotic coefficient, be equipped with many apertures on the orifice plate, do not influence and survey resistant hydrostatic pressure.
The utility model discloses further set up to: the top of the cover is provided with a connector for fixing the graduated tube.
By adopting the technical scheme, the graduated tube is convenient to disassemble and easy to clean.
The utility model discloses further set up to: the cover and the graduated tube are made of transparent materials.
By adopting the technical scheme, the condition of covering the water level inside can be clearly observed in the test process.
The utility model discloses further set up to: the working cavity is provided with a water outlet.
By adopting the technical scheme, the cover is opened after the test is finished, and the redundant water flows out from the water outlet and can be recycled.
To sum up, the utility model discloses a beneficial technological effect does:
through sealed installation cover and the graduated flask on last pressure disk, the record infiltration water's that can understand volume can be measured simultaneously and resistant hydrostatic pressure and osmotic coefficient, convenient to use.
Drawings
FIG. 1 is a schematic structural view of an embodiment;
fig. 2 is a schematic cross-sectional view of an embodiment.
Description of reference numerals: 1. a pressurization valve; 2. a pressure reducing valve; 3. a machine platform; 4. a lower platen; 5. an upper platen; 6. a water outlet; 7. an orifice plate; 8. covering; 9. a graduated tube; 10. connecting sheets; 11. a connecting port; 12. a working chamber; 13. a water filling port; 14. a through hole; 15. a water tank; 16. a seal ring; 17. a sample; 18. a screw; 19. and a screw hole.
Detailed Description
In order to make the aforementioned objects, features and advantages of the present invention comprehensible, embodiments accompanied with figures are described in detail below. In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention. This invention may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein, but rather should be construed as broadly as the present invention is capable of modification in various respects, all without departing from the spirit and scope of the present invention.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used in the description of the invention herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. As used herein, the term "and/or" includes any and all combinations of one or more of the associated listed items.
Example (b): a hydrostatic pressure resistance and permeability coefficient tester for geosynthetics.
As shown in fig. 1 and 2, the geosynthetic material hydrostatic pressure resistance and permeability coefficient tester comprises a machine table 3, a lower pressure plate 4, an upper pressure plate 5, a cover 8 and a graduated tube 9. The lower pressure plate 4 and the upper pressure plate 5 are arranged in a working chamber 12 on the surface of the machine table 3, and the lower pressure plate 4 and the upper pressure plate 5 are fixed by bolts for clamping a sample 17. The inner ring part of the upper pressure plate 5 is fixedly provided with a pore plate 7 for protecting a sample 17, and the pore plate 7 is provided with a plurality of pores, so that the hydrostatic pressure resistance test is not influenced. Be equipped with on the orifice plate 7 and cover 8, cover 8 tops and be fixed with connection piece 10, be equipped with through-hole 14 on the connection piece 10, go up pressure disk 5 and correspond the through-hole 14 position and be equipped with screw 19, screw rod 18 passes through-hole 14 and is connected with screw 19 and can be fixed with covering 8 to cover 8 bottom round and be equipped with sealing washer 16, can improve its leakproofness. Cover 8 top and be equipped with connector 11, scale tube 9 threaded connection is in connector 11, covers and is equipped with the filler 13 that can open and close on 8, and filler 13 department is equipped with the valve for the infiltration coefficient survey in-process is to covering 8 in water addition. The working chamber 12 is provided with a water outlet 6 for discharging excess water in the cover 8 after the test is finished.
The working principle is as follows: when the survey of carrying out resistant hydrostatic pressure, the sample one side receives the water pressure that constantly risees from the board, until the another side seepage phenomenon appears, records corresponding water pressure, and the process is similar with prior art, does not give unnecessary details here. When carrying out the osmotic coefficient survey earlier press from both sides sample 17 through lower pressure disk 4 and last pressure disk 5 tightly, sealed mounting covers 8 on orifice plate 7, has connected graduated tube 9 on covering 8, will cover through filler 13 and fill up water in 8 for close filler 13 after the surface of water and the zero scale mark parallel and level of graduated tube 9. When the pressure valve 1 is opened, the water pressure at one side of the water tank 15 is higher than the water pressure at one side of the upper surface of the sample 17, the water starts to seep upwards, so that the liquid level in the graduated tube 9 rises, the volume of the seeped water can be obtained, and the seepage coefficient of the sample 17 can be calculated according to the corresponding pressure and unit time. After the test is finished, the pressure reducing valve 2 is opened, the cover 8 is opened, and water in the cover 8 flows away from the water outlet 6 of the working cavity 12.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (7)
1. The utility model provides a geosynthetic material is able to bear or endure hydrostatic pressure and osmotic coefficient apparatus, includes board (3), annular lower pressure disk (4) and last pressure disk (5), its characterized in that: be equipped with working chamber (12) on board (3), it installs in working chamber (12) with lower pressure disk (4) to go up pressure disk (5), it is fixed with and covers (8) to go up pressure disk (5) upper seal, it is equipped with graduated tube (9) to cover (8), it is equipped with filler (13) that can open and close to cover (8).
2. The geosynthetic hydrostatic pressure resistance and permeability coefficient tester of claim 1 wherein: cover (8) top and be fixed with connection piece (10), it has through-hole (14) to open on connection piece (10), it is equipped with screw (19) and passes through screw (18) that through-hole (14) are connected with screw (19) to go up pressure disk (5) and through-hole (14) corresponding position.
3. The geosynthetic hydrostatic pressure resistance and permeability coefficient tester of claim 1 wherein: and a sealing ring (16) is arranged at the bottom of the cover (8).
4. The geosynthetic hydrostatic pressure resistance and permeability coefficient tester of claim 1 wherein: and a pore plate (7) is fixed on the inner ring of the upper pressure plate (5).
5. The geosynthetic hydrostatic pressure resistance and permeability coefficient tester of claim 1 wherein: the top of the cover (8) is provided with a connecting port (11) for fixing the graduated tube (9).
6. The geosynthetic hydrostatic pressure resistance and permeability coefficient tester of claim 1 wherein: the cover (8) and the graduated tube (9) are made of transparent materials.
7. The geosynthetic hydrostatic pressure resistance and permeability coefficient tester of claim 1 wherein: the working cavity (12) is provided with a water outlet (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920885489.3U CN210071531U (en) | 2019-06-13 | 2019-06-13 | Geosynthetic material hydrostatic pressure resistance and permeability coefficient tester |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920885489.3U CN210071531U (en) | 2019-06-13 | 2019-06-13 | Geosynthetic material hydrostatic pressure resistance and permeability coefficient tester |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210071531U true CN210071531U (en) | 2020-02-14 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920885489.3U Active CN210071531U (en) | 2019-06-13 | 2019-06-13 | Geosynthetic material hydrostatic pressure resistance and permeability coefficient tester |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210071531U (en) |
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2019
- 2019-06-13 CN CN201920885489.3U patent/CN210071531U/en active Active
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| TR01 | Transfer of patent right |
Effective date of registration: 20230508 Address after: Room 207, 208, 218, No. 9, Yixian Road, Yangpu District, Shanghai 200082 Patentee after: Shentie Fangyuan Testing Technology Co.,Ltd. Address before: 350014 Yuanzhong production base, 129 Dongshan Road, Gushan Town, Jin'an District, Fuzhou City, Fujian Province Patentee before: FUZHOU TIEJIAN ENGINEERING QUALITY DETECTION CO.,LTD. |