CN209400386U - A kind of concrete sample saturation permeability coefficient test device - Google Patents

A kind of concrete sample saturation permeability coefficient test device Download PDF

Info

Publication number
CN209400386U
CN209400386U CN201822267006.1U CN201822267006U CN209400386U CN 209400386 U CN209400386 U CN 209400386U CN 201822267006 U CN201822267006 U CN 201822267006U CN 209400386 U CN209400386 U CN 209400386U
Authority
CN
China
Prior art keywords
sample
top cover
valve
permeability coefficient
connect
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.)
Active
Application number
CN201822267006.1U
Other languages
Chinese (zh)
Inventor
胡亚运
陈仁宏
路雷
肖蕾
文浩
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.)
PowerChina Guiyang Engineering Corp Ltd
Original Assignee
PowerChina Guiyang Engineering Corp Ltd
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 PowerChina Guiyang Engineering Corp Ltd filed Critical PowerChina Guiyang Engineering Corp Ltd
Priority to CN201822267006.1U priority Critical patent/CN209400386U/en
Application granted granted Critical
Publication of CN209400386U publication Critical patent/CN209400386U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Sampling And Sample Adjustment (AREA)

Abstract

The utility model discloses a kind of concrete sample saturation permeability coefficient test devices, including pedestal, pedestal side is connect by the first valve with the first measurement pipe, the other side is connect by the second valve with the second measurement pipe, the hydraulically full water of chassis interior, its top is connect by bolt with the sample container for placing sample, sample periphery is cased with latex film, sample container side is equipped with ozzle, sample container top is connect by bolt with top cover, top cover upper end opening, side is connect by conduit with air compressor machine, third valve and pressure regulator valve are set between top cover and air compressor machine, the other side is connected by conduit with vacuum pump, 4th valve is set between top cover and vacuum pump.The utility model carries out concrete sample saturation by the way of negative pressure ventilation, and the micro-bubble in concrete pore can be discharged, and can not only accelerate test specimen saturation time and the infiltration coefficient for ensuring finally to be tested is saturation permeability coefficient.

Description

A kind of concrete sample saturation permeability coefficient test device
Technical field
The utility model category concrete permeability the field of test technology, in particular to a kind of concrete saturation permeability coefficient are surveyed Trial assembly is set, the test correlative study of concrete material performance suitable for civil engineering.
Background technique
A kind of porous media material of the concrete as complexity, a Xiang Chong of the permeability as evaluation concrete durability Want index.Especially for the concrete for hydraulic structure paddled throughout the year, when carrying out durability design, not only to consider that it is strong Degree is impregnated to corrode by water and be influenced, and also to pay close attention to the reduction process of its permeance property.
It is numerous studies have shown that in order to test the permeable sandstone of concrete rule, can using water as permeating medium progress Rapid osmotic test, and then establish and analyze infiltrative changing rule, a kind of index is provided for the durability Design of concrete. Currently, 1. anti-penetration grade method can be divided into the method for concrete water permeability test;2. relative coefficient of permeability method;3. stationary flow Dynamic method.
Anti-penetration grade method is to start to be to apply 0.2MPa hydraulic pressure from test specimen bottom when test, so by 6 test specimens of every group of setting Hydraulic pressure 0.1MPa/ (8 hours) are increased by instrument automatically afterwards, in every group of set 6 test specimens, 4 test specimens therein are equal It does not have water leakage, maximum hydraulic pressure at this moment is as the anti-penetration grade for calculating concrete.
Relative coefficient of permeability method is opposite to seep highly come the anti-permeability performance for evaluating concrete to measure infiltration under constant water pressure Saturating Y-factor method Y is larger for the measurement error of high performance concrete compared with the concrete low suitable for permeability.
Steady flow method is a kind of more common method, first by test specimen peripheral sealing, applies hydraulic pressure to another from one side It permeates on one side, the water percolating capacity passed through is measured after steady seepage, measure the rate flowed through by transformation pressure difference, tested number Water permeability coefficient is calculated according to Darcy's law is brought into.The method is widely used since its principle is more reliable clear.But it passes When the experimental rig of system carries out water penetration, packer permeability test directly is carried out from concrete one end, could not consider that inside concrete is smaller Bubble in hole leads to the result for testing saturation permeability coefficient since the surface tension of itself film is not easy the problem of excluding completely It is unstable.Therefore, there is an urgent need to one kind not only can be fully saturated by test specimen, but also quickly tests out the device of infiltration coefficient.
Utility model content
The purpose of the utility model is to provide a kind of concrete saturation permeability coefficient test devices, to fast implement concrete Saturation permeability coefficient test, solve existing measuring technology to concrete sample dress sample, saturation and infiltration coefficient test process In trivial operations problem.
To achieve the above object, the utility model provides the following technical solutions:
A kind of concrete saturation permeability coefficient test device, including pedestal, the pedestal side pass through the first valve and the The connection of one measurement pipe, the other side are connect by the second valve with the second measurement pipe, the hydraulically full water of chassis interior, top It being connect by bolt with the sample container for placing sample, the sample periphery is cased with latex film, and sample container side is equipped with ozzle, The sample container top is connect by bolt with top cover, the top cover upper end opening, and side is connect by conduit with air compressor machine, Third valve and pressure regulator valve are set between top cover and air compressor machine, and the other side is connected by conduit with vacuum pump, top cover and vacuum pump Between be arranged the 4th valve.
Further, the cavity formed between connection latex film and sample container on the inside of the ozzle, outside separate type connect Connect air-breathing ball.
Further, the latex film exceeds sample edge up and down, exceeds above the latex film and is partially disposed in top cover Between sample container, exceeds below latex film and be partially disposed between sample container and pedestal.
Further, first measurement pipe, the second measurement pipe are all made of known diameter and mark graduated transparent glass Material.
Further, the second measurement pipe diameter is the 1/2 of the first measurement pipe diameter.
Further, the sample container, sample, top cover, pedestal are cylindrical type.
Further, the sample upper end is 5cm at a distance from top cover lower end.
Further, the sample container and top cover use transparent high strength glass Steel material.
Compared with prior art, the utility model has the beneficial effects that
1, concrete sample saturation is carried out by the way of negative pressure ventilation, the micro-bubble in concrete pore can be arranged Out, test specimen saturation time can not only be accelerated and the infiltration coefficient for ensuring finally to be tested is saturation permeability coefficient.
2, carry out concrete sample when being installed on sample container, first with air-breathing ball draw sample container and latex film it Between air, facilitate and sample be placed in latex film, while enhancing the compactness of sample and latex film, so that sample side wall is more Encryption envelope;
3, gas injection pressurization carries out two kinds of measurement pipe precision being provided, when sample material permeability in water permeability test process When larger, the water for flowing through sample is larger, selects biggish first measurement pipe of caliber, when sample material permeability is smaller, stream Water through sample is smaller, selects lesser second measurement pipe of caliber, can effectively improve the precision for reading seepage discharge data;
4, by controlling the size of air compressor machine pressure regulator valve, the saturation under multiple barometric gradients can be carried out to concrete sample Gas permeability measurement increases the reliability of test result.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model.
Description of symbols: 1- pedestal, the first valve of 2-, the first measurement pipe of 3-, the second valve of 4-, the second measurement pipe of 5-, 6- bolt, 7- sample, 8- sample container, 9- latex film, 10- ozzle, 11- top cover, 12- air compressor machine, 13- pressure regulator valve, 14- third Valve, 15- vacuum pump, the 4th valve of 16-, 17- air-breathing ball.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work Every other embodiment obtained, fall within the protection scope of the utility model.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " is pacified Dress ", " being provided with ", " be arranged/connect ", " connection " etc., shall be understood in a broad sense, such as " connection ", may be a fixed connection, can also be with It is to be detachably connected, or be integrally connected;It can be mechanical connection, be also possible to be electrically connected;It can be directly connected, it can also be with Indirectly connected through an intermediary, it can be the connection inside two elements.For the ordinary skill in the art, may be used The concrete meaning of above-mentioned term in the present invention is understood with concrete condition.
As shown in Figure 1, the concrete saturation permeability coefficient test device of the utility model, including pedestal 1, the pedestal 1 one Side is connect by the first valve 2 with the first measurement pipe 3, and the other side is connect by the second valve 4 with the second measurement pipe 5, in pedestal 1 The hydraulically full water in portion, top are connect by bolt 6 with the sample container 8 for placing sample 7.7 periphery of sample is cased with latex film 9, 8 side of sample container is equipped with ozzle 10, and 8 top of sample container is connect by bolt 6 with top cover 11.
In addition, 11 upper end opening of top cover, side is connect by conduit with air compressor machine 12, is set between top cover 11 and air compressor machine 12 Pressure regulator valve 13 and third valve 14 are set, the other side is connected with vacuum pump 15 by conduit, is arranged between top cover 11 and vacuum pump 15 4th valve 16.
In preferred scheme, the cavity formed between latex film 9 and sample container 8, outside separation are connected on the inside of ozzle 10 Formula connects air-breathing ball 17.About 9 latex film exceeds 7 edge of sample, the latex film 9 above beyond be partially disposed in top cover 11 with Between sample container 8, exceeds below latex film 9 and be partially disposed between sample container 8 and pedestal 1.First measurement pipe 3, second Measurement pipe 5 is all made of known diameter and marks graduated transparent glass material.Second measurement pipe, 5 diameter is the first measurement pipe diameter The 1/2 of 3.Sample container 8, sample 7, top cover 11, pedestal 1 are cylindrical type.7 upper end of sample is at a distance from 11 lower end of top cover 5cm.In addition, sample container 8 and top cover 11 use transparent high strength glass Steel material.
Specific operating method the following steps are included:
1) prepare test
A, sample is filled, first assembling whole device, sample container 8 and latex film 9 is extracted by ozzle 10 using air-breathing ball 17 Between air, by sample 7 place sample container 8 in, loose from air-breathing ball 17, sample 7 is tightly attached in latex film 9;
B, it is saturated, injects distilled water by the first 3 pipes of measurement, and open the first valve 2, then start vacuum pump 15 and open 7 headspace of sample is extracted vacuum by the 4th valve 16, and to occur droplet shape at the top of sample 7, saturation is completed, and closes the first valve Door 2;
2) concrete saturated infiltration is tested
It is first turned on top cover 11, distilled water is poured into 7 top of sample, then the depth of water about 5cm passes through 6 top pressure closure of bolt, Start air compressor machine 12 and third valve 14, pressure size is controlled by pressure regulator valve 13.The first valve 2 is opened, tentatively observes first Water is advanced the speed in measurement pipe 3, is read water with the variable quantity of certain time, if liquid level rate of rise is smaller, is closed the One valve 2 opens the second valve 4, and the variation for removing water percolating capacity Q t at any time is read by the second measurement pipe 5, formula is brought into and obtains coagulation Native saturated infiltration.
In formula: Q indicates that water percolating capacity, t indicate time, A representing sample cross-sectional area.
3) saturation permeability coefficient solves
Value by changing pressure regulator valve 13 controls air-entry value size, repeats step 2, can be obtained and be saturated under the conditions of different pressures Infiltration rate vi, bring formula into
Ki=vi×L/Pi
In formula: KiIndicate saturation permeability coefficient under i-th kind of air-entry value, viIndicate saturated infiltration under i-th kind of air-entry value, L Representing sample height, PiIndicate i-th kind of air-entry value.
4) terminate test
Saturation permeability coefficient value K in comparison step 3 under various inlet valuei, due to the infiltration system of every kind of concrete material Number should be a fixed value, if the saturation permeability coefficient calculated value departure degree under its every kind air-entry value takes it in 5% range Average value thinks to meet test request, otherwise off-test restarts to test.
Although the utility model is described in detail with reference to the foregoing embodiments, come for those skilled in the art Say, it is still possible to modify the technical solutions described in the foregoing embodiments, or to part of technical characteristic into Row equivalent replacement, within the spirit and principle of the utility model, any modification, equivalent replacement, improvement and so on should all It is included within the scope of protection of this utility model.

Claims (8)

1. a kind of concrete sample saturation permeability coefficient test device, it is characterised in that: including pedestal (1), the pedestal (1) one Side is connect by the first valve (2) with the first measurement pipe (3), and the other side is connected by the second valve (4) and the second measurement pipe (5) It connecing, the internal hydraulically full water of the pedestal (1), top is connect by bolt (6) with the sample container (8) for placing sample (7), Sample (7) periphery is cased with latex film (9), and sample container (8) side is equipped with ozzle (10), sample container (8) top It being connect by bolt (6) with top cover (11), top cover (11) upper end opening, side is connect by conduit with air compressor machine (12), Third valve (14) and pressure regulator valve (13) are set between top cover (11) and air compressor machine (12), and the other side passes through conduit and vacuum pump (15) it is connected, the 4th valve (16) is set between top cover (11) and vacuum pump (15).
2. concrete sample saturation permeability coefficient test device according to claim 1, it is characterised in that: the ozzle (10) cavity formed between inside connection latex film (9) and sample container (8), outside separate type connect air-breathing ball (17).
3. concrete sample saturation permeability coefficient test device according to claim 1, it is characterised in that: the latex film (9) exceed sample (7) edge up and down, the latex film (9) above beyond be partially disposed in top cover (11) and sample container (8) it Between, exceed below latex film (9) and is partially disposed between sample container (8) and pedestal (1).
4. concrete sample saturation permeability coefficient test device according to claim 1, it is characterised in that: described first surveys Buret (3), the second measurement pipe (5) are all made of known diameter and mark graduated transparent glass material.
5. concrete sample saturation permeability coefficient test device according to claim 1, it is characterised in that: described second surveys Buret (5) diameter is the 1/2 of the first measurement pipe (3) diameter.
6. concrete sample saturation permeability coefficient test device according to claim 1, it is characterised in that: the sample holds Device (8), sample (7), top cover (11), pedestal (1) are cylindrical type.
7. concrete sample saturation permeability coefficient test device according to claim 1, it is characterised in that: the sample (7) upper end is 5cm at a distance from top cover (11) lower end.
8. concrete sample saturation permeability coefficient test device according to claim 1, it is characterised in that: the sample holds Device (8) and top cover (11) use transparent high strength glass Steel material.
CN201822267006.1U 2018-12-29 2018-12-29 A kind of concrete sample saturation permeability coefficient test device Active CN209400386U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201822267006.1U CN209400386U (en) 2018-12-29 2018-12-29 A kind of concrete sample saturation permeability coefficient test device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201822267006.1U CN209400386U (en) 2018-12-29 2018-12-29 A kind of concrete sample saturation permeability coefficient test device

Publications (1)

Publication Number Publication Date
CN209400386U true CN209400386U (en) 2019-09-17

Family

ID=67897492

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201822267006.1U Active CN209400386U (en) 2018-12-29 2018-12-29 A kind of concrete sample saturation permeability coefficient test device

Country Status (1)

Country Link
CN (1) CN209400386U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111307683A (en) * 2019-11-22 2020-06-19 浙江大学 Self-balancing reinforced concrete structure impermeability test device and method
CN113686751A (en) * 2021-08-24 2021-11-23 华南农业大学 Method for testing permeability coefficient of pervious concrete
CN114923833A (en) * 2022-06-01 2022-08-19 湖南大学 High infiltration concrete osmotic coefficient's survey device

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111307683A (en) * 2019-11-22 2020-06-19 浙江大学 Self-balancing reinforced concrete structure impermeability test device and method
CN113686751A (en) * 2021-08-24 2021-11-23 华南农业大学 Method for testing permeability coefficient of pervious concrete
CN114923833A (en) * 2022-06-01 2022-08-19 湖南大学 High infiltration concrete osmotic coefficient's survey device
CN114923833B (en) * 2022-06-01 2024-05-17 湖南大学 High osmotic concrete osmotic coefficient's survey device

Similar Documents

Publication Publication Date Title
CN209400386U (en) A kind of concrete sample saturation permeability coefficient test device
CN106884635B (en) Low and ultra-low permeability reservoir CO2Method for measuring minimum flooding miscible pressure
CN102359930B (en) Test method for porosity of asphalt mixture, and apparatus thereof
CN108362614B (en) Device and method for measuring diffusion coefficient in huff and puff process of shale oil carbon dioxide
US9453829B2 (en) Soil property test device
CN111208042B (en) Device and method for inverting hydraulic parameters of unsaturated waste soil
CN107063968B (en) Concrete gas permeability testing device and method
CN103776979A (en) Simulation test method and device for inhibiting methane desorption effect by coal seam water injection
CN114136861B (en) Experimental system and evaluation method for drying salting-out effect of near-wellbore zone of gas storage
CN113062722A (en) Long core water-gas stable alternation and accurate volume oil displacement experimental method
CN105043960A (en) Improved soil mass combined consolidation permeameter
CN103792175A (en) Unsaturated rock-earth mass constant head reverse penetration testing method
CN110501272A (en) The method for testing porous rock porosity and permeability simultaneously under the conditions of triaxial stress and pore pressure
CN106777515B (en) Method for analyzing production energy of tight gas well based on rock core experiment data
CN109946213A (en) Soil cement penetration equipment and permeability test method
CN108387497A (en) A kind of bentonite waterproof blanket osmotic coefficient investigating method
CN115653554A (en) Micro-experiment method for removing retrograde condensation injury through gas injection based on micro-fluidic control
CN205449758U (en) Outlet pressure adjustable coal petrography seepage flow experimental system
CN105717026A (en) Coal rock permeability experiment system with adjustable outlet pressure as well as method
CN206161486U (en) Quick permeability test device suitable for low permeability medium
CN110658120B (en) Method and device for testing permeability coefficient of foam-improved sandy residue soil under high water pressure
CN113552037B (en) Device and method for testing dual-porosity seepage parameters of garbage
CN209167305U (en) A kind of full-automatic constant head Seep- Solidifying cross matching device
CN108254300A (en) A kind of device and method for measuring pervious surface infiltration rate
CN105938084A (en) Method for evaluating permeating performance of chemical imbibition agent

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant