CN2449221Y - Slurry filling imitation device - Google Patents
Slurry filling imitation device Download PDFInfo
- Publication number
- CN2449221Y CN2449221Y CN 00212923 CN00212923U CN2449221Y CN 2449221 Y CN2449221 Y CN 2449221Y CN 00212923 CN00212923 CN 00212923 CN 00212923 U CN00212923 U CN 00212923U CN 2449221 Y CN2449221 Y CN 2449221Y
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- China
- Prior art keywords
- slurry
- filling
- mould
- slip casting
- exhaust valve
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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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Abstract
The utility model discloses a slurry filling simulator for geotechnical engineering, which is composed of a pressure generating device, a pressure valve, an air intake and exhaust valve, a slurry storage cylinder, a slurry filling mould, etc., wherein, the pressure generating device is connected with the slurry storage cylinder by a pipeline, and one end of the slurry storage cylinder is provided with the air intake and exhaust valve which is provided with a control knob rod; the mould connected with the slurry storage cylinder by the pipeline is composed of a gland, a base and a slurry filling mould baffle plate. The utility model can simultaneously solve the problems of slurry filling and the one-time forming of a standard testing block to carry out strength testing, and the pressure valve is used for adjusting slurry filling pressure to realize one-time filling or intermittent filling.
Description
The utility model relates to the slurry filling imitation device in a kind of Geotechnical Engineering, particularly a kind of novel slurry filling imitation device that is used for the material test of various rock soil mass.
The slurry filling imitation device of reporting on the present document, the pressurization of multipurpose oil pump piston is carried out pressure break slip casting test with the test block of artificial preparation, with the influence rule of factors such as test test block structure, slurries character, grouting pressure to grouting amount, slip casting diffusion radius and consolidating strength, to instruct practical project design and construction, but because these device gained test blocks are not reference blocks, the back institute value that makes a strength test does not have general comparability; And these samples of being tested of device only limit to the sample of artificial preparation, can not test other rock soil mass.Problem such as therefore be useful in which type of rock soil mass for various types of injection slurries and how to use lacks a suitable detection method.
The purpose of this utility model is to provide a kind of novel slurry filling imitation device, the problem that this device can solve slip casting simultaneously and once form reference block and carry out strength test.The slip casting test of the test block of artificial preparation can not only be used for, and the slip casting test of various rock soil mass can also be used for.And the mould sample induration after this device slip casting is reference block.
The technical solution of the utility model is achieved in that a kind of novel slurry filling imitation device, is made up of the generating means of calming the anger, pressure valve, boost gauge, air inlet and exhaust valve, slurry storing tube, slip casting mould etc.; Wherein calm the anger generating means and slurry storing tube is to be connected and at air drum air inlet one end air inlet and exhaust valve to be installed by pipeline, and air inlet and exhaust valve is by rotary knob rod control, and mould is linked to each other with slurry storing tube by pipeline, and mould is made up of gland, base and slip casting mould plate washer.And the side at slip casting mould plate washer has exhausr port.
Good effect of the present utility model is: provide a kind of novel slurry filling imitation device, the problem that this device can solve slip casting simultaneously and once form reference block and carry out strength test.And can disposable perfusion also can intermittently pour into grouting pressure adjustment according to pressure valve.
Fig. 1 is a structural representation of the present utility model.
Fig. 2 is the vertical view of the utility model slip casting mould.
The utility model will be further described below in conjunction with embodiment: novel slurry filling imitation device is to be linked to each other with slurry storing tube 6 by pipeline by the generating means 1 of calming the anger, the gases at high pressure that produce in the generating means 1 of calming the anger are sent into gases at high pressure in the slurry storing tube 6 by pressure valve 2 and air inlet and exhaust valve 4.When the rotary knob rod on the air inlet and exhaust valve 45 from tightening the released time pressurization in position to certain position, can hear that air inlet sound is arranged in the slurry storing tube 6 at this moment, illustrate that gases at high pressure have entered in the slurry storing tube 6 by air inlet and exhaust valve 4.The big I of slip casting air pressure is adjusted by pressure valve 2, promote slurries in the slurry storing tube 6 respectively from grouting pipeline 7 inject moulds sample 12 moulds be furnished with gland 9 and base 10 up and down, and connect by bolt.Being respectively arranged with slip casting mould dividing plate 13 in the mould is divided in several sample groove samples 9 in the preexisting crack and hole residual gas and moisture with mould and discharges from the exhausr port 11 in mould the place ahead.After treating that slurries are full of, the valve of closing slip casting sebific duct the place ahead stops slip casting.When screwing rotary knob rod 5 gradually, be tightened onto after a certain position, slurry storing tube 6 communicates with the vent port of rotary knob rod 5, calms the anger and just discharges by vent port and along the center pit of rotary knob rod 5.Maintenance can be taken out sample 12 behind certain hour from mould, this sample is the standard size of 4 * 4 * 16cm, can directly be put on the testing machine to make a strength test.
Claims (1)
1, a kind of novel slurry filling imitation device is made up of the generating means of calming the anger (1) pressure valve (2) boost gauge (2) air inlet and exhaust valve (4) slurry storing tube (6) slip casting mould etc.; It is characterized in that calming the anger generating means (1) and slurry storing tube (6) is to be connected and at slurry storing tube (6) one ends air inlet and exhaust valve (4) to be installed by grouting pipeline (7), is equipped with control handle bar (4) on the air inlet and exhaust valve (5); Mould is linked to each other with slurry storing tube (6) by grouting pipeline (7), and mould is made up of gland (9), base (10) and slip casting mould plate washer (8).The side of slip casting mould plate washer (8) has vent port (11).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 00212923 CN2449221Y (en) | 2000-08-09 | 2000-08-09 | Slurry filling imitation device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 00212923 CN2449221Y (en) | 2000-08-09 | 2000-08-09 | Slurry filling imitation device |
Publications (1)
Publication Number | Publication Date |
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CN2449221Y true CN2449221Y (en) | 2001-09-19 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN 00212923 Expired - Fee Related CN2449221Y (en) | 2000-08-09 | 2000-08-09 | Slurry filling imitation device |
Country Status (1)
Country | Link |
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CN (1) | CN2449221Y (en) |
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102168562A (en) * | 2010-08-13 | 2011-08-31 | 同济大学 | Control system for tunnel stratum loss and grouting simulation in centrifugal field |
CN103018152A (en) * | 2012-12-20 | 2013-04-03 | 湖南科技大学 | Indoor grouting testing device under simulation of complex stress effect and testing method thereof |
CN103048439A (en) * | 2012-12-04 | 2013-04-17 | 三峡大学 | Pressure grouting experiment device |
CN103267722A (en) * | 2013-05-07 | 2013-08-28 | 中国矿业大学 | Pressure bearing permeation grouting strengthening test apparatus and method |
CN104965060A (en) * | 2015-07-02 | 2015-10-07 | 山东大学 | Simulation experiment method for evaluating grouting reinforcement effect of different factors on fractured rock mass |
CN103926384B (en) * | 2014-04-30 | 2016-01-13 | 山东大学 | A kind of model test voltage stabilizing water-adding system and method for operating thereof |
CN105372412A (en) * | 2015-11-22 | 2016-03-02 | 合肥工业大学 | Polymer grouting pavement remediation simulation test die and test piece moulding method |
CN106338419A (en) * | 2016-08-10 | 2017-01-18 | 山东大学 | Porous multi-angle adjustable-depth type split-grouting specimen preparation device and method |
CN110297076A (en) * | 2019-08-14 | 2019-10-01 | 中山大学 | A kind of three-dimensional visible osmotic grouting model test apparatus and method |
CN110529148A (en) * | 2019-07-24 | 2019-12-03 | 中南大学 | It is a kind of for simulating the experimental provision and experimental method of slip casting of banketing |
-
2000
- 2000-08-09 CN CN 00212923 patent/CN2449221Y/en not_active Expired - Fee Related
Cited By (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102168562B (en) * | 2010-08-13 | 2013-05-01 | 同济大学 | Control system for tunnel stratum loss and grouting simulation in centrifugal field |
CN102168562A (en) * | 2010-08-13 | 2011-08-31 | 同济大学 | Control system for tunnel stratum loss and grouting simulation in centrifugal field |
CN103048439A (en) * | 2012-12-04 | 2013-04-17 | 三峡大学 | Pressure grouting experiment device |
CN103018152A (en) * | 2012-12-20 | 2013-04-03 | 湖南科技大学 | Indoor grouting testing device under simulation of complex stress effect and testing method thereof |
CN103267722A (en) * | 2013-05-07 | 2013-08-28 | 中国矿业大学 | Pressure bearing permeation grouting strengthening test apparatus and method |
CN103267722B (en) * | 2013-05-07 | 2015-08-12 | 中国矿业大学 | A kind of pressure-bearing osmotic grouting reinforcement experiment device and method |
CN103926384B (en) * | 2014-04-30 | 2016-01-13 | 山东大学 | A kind of model test voltage stabilizing water-adding system and method for operating thereof |
CN104965060A (en) * | 2015-07-02 | 2015-10-07 | 山东大学 | Simulation experiment method for evaluating grouting reinforcement effect of different factors on fractured rock mass |
CN105372412A (en) * | 2015-11-22 | 2016-03-02 | 合肥工业大学 | Polymer grouting pavement remediation simulation test die and test piece moulding method |
CN105372412B (en) * | 2015-11-22 | 2017-08-25 | 合肥工业大学 | Repair simulated test mould and shaping method of specimen in high polymer grouting road surface |
CN106338419A (en) * | 2016-08-10 | 2017-01-18 | 山东大学 | Porous multi-angle adjustable-depth type split-grouting specimen preparation device and method |
CN106338419B (en) * | 2016-08-10 | 2019-06-14 | 山东大学 | A kind of porous multi-angle depth adjustable type fracture grouting sample preparation device and method |
CN110529148A (en) * | 2019-07-24 | 2019-12-03 | 中南大学 | It is a kind of for simulating the experimental provision and experimental method of slip casting of banketing |
CN110297076A (en) * | 2019-08-14 | 2019-10-01 | 中山大学 | A kind of three-dimensional visible osmotic grouting model test apparatus and method |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C19 | Lapse of patent right due to non-payment of the annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |