CN205157281U - Test and appraisal of crack infiltration self -healing ability are with concrete sample and test and appraisal device - Google Patents
Test and appraisal of crack infiltration self -healing ability are with concrete sample and test and appraisal device Download PDFInfo
- Publication number
- CN205157281U CN205157281U CN201521010541.9U CN201521010541U CN205157281U CN 205157281 U CN205157281 U CN 205157281U CN 201521010541 U CN201521010541 U CN 201521010541U CN 205157281 U CN205157281 U CN 205157281U
- Authority
- CN
- China
- Prior art keywords
- test
- appraisal
- pressure container
- concrete sample
- test specimen
- 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
Links
Abstract
The utility model discloses a test and appraisal of crack infiltration self -healing ability are with concrete sample and test and appraisal device. The concrete sample includes test piece body and crack top system device, the test piece body is cylindricly, crack top system device is including locating the wedge body on test piece body top, the closed angle end of the wedge body bury underground down in the inside of test piece body and form the roof pressure end, the upper end dew of the wedge body is located the outside of test piece body and form the end of exerting pressure. The test and appraisal device includes water pressure container, pressure -measuring pipe and storage water tank, the water pressure container is cylindrical tube -shape, the pressure -measuring pipe with water pressure container and storage water tank are linked together respectively. The utility model discloses well concrete sample and test and appraisal device simple structure, manufacturing convenience, simply easy -to -use can conveniently be used for the test and appraisal of concrete crack infiltration self -healing ability.
Description
Technical field
The utility model relates to the waterproofing work technical fields such as Hydraulic and Hydro-Power Engineering, municipal works, waterworks, particularly relates to a kind of Self-heal of Concrete Cracks technology, is specifically related to a kind of crack infiltration self-healing ability test and appraisal concrete sample and assessment device.
Background technology
Hydro-concrete Structures generally has water retaining function or works under water, as the waterproof underground engineering etc. of concrete dam, sluice, water-conveyance tunnel, aqueduct, municipal works.Crack is the Common Diseases of xoncrete structure; concrete for hydraulic structure engineering as mentioned above often there will be crack; crack often occurs leaking along crack or the phenomenon that seeps water after occurring; the seepage of water not only can lose the water yield; that also can take away in concrete is calcareous, makes concrete become loose gradually, affects the life-span of xoncrete structure; serious meeting causes the destruction of xoncrete structure, causes building safety accident.Therefore Hydro-concrete Structures antiseepage is a vital task.
The crack antiseepage of hydraulic structure generally adopts the mode of surface spraying antiseepage film, has in recent years occurred a kind of self-cure type permeability-reducing admixture added in concrete.When crack produces, when water infiltrates crack, have calcareous precipitation in concrete, then namely the active substance in permeability-reducing admixture forms crystal with the calcareous generation chemical reaction of separating out, blocking antiseepage passage, thus reaches the object of antiseepage; Therefore this additive is the active additive (as oozing vertical health) of a kind of crack self-healing type, and the crack self-healing ability of current this self-cure type additive lacks effective test evaluation means.
If market is not for detection method and the means of additive, businessman or theoretical experimental data is tightly relied on to represent, be difficult to supervise product, if illegal manufacturer uses inferior raw material to produce, this additive is applied to the places such as large-scale barrage, rectify etc. having an accident, that consequence is hardly imaginable again.
Utility model content
One of technical problem to be solved in the utility model is to provide the concrete sample that a kind of structure is simple, easily manufactured, can be advantageously used in the test and appraisal of crack infiltration self-healing ability.
For solving the problems of the technologies described above, the technical solution of the utility model is:
Crack infiltration self-healing ability test and appraisal concrete sample, comprising:
The test specimen body that concrete is made, described test specimen body is cylindric;
Top, crack device processed, comprise the sphenoid being located at described test specimen body top, the closed angle end of described sphenoid is embedded in the inside of described test specimen body down and forms top pressure side, and the upper end dew of described sphenoid is located at the outside of described test specimen body and forms end of exerting pressure.
As preferred technical scheme, described sphenoid is wedge metal bar, and the diameter of the length of described sphenoid and described test specimen body is suitable.
As preferred technical scheme, the degree of depth that the closed angle end of described sphenoid imbeds described test specimen body is down 2/3 ~ 3/4 of the height of described sphenoid.
As preferred technical scheme, the wedge angle angle of described sphenoid is 20 ° ~ 30 °.
In this concrete sample when sphenoid is stressed effect, under the wedge angle of sphenoid and the effect of lozenges, the effect of test specimen body compression chord can form splitting crack, physical mechanics principle is clear, be simple and easy to use, both can ensure the requirement of experiment of test specimen, guarantee the authenticity of experimental data, also have easily manufactured, the advantage of use safety simultaneously.
Two of technical problem to be solved in the utility model is to provide a kind of assessment device that can carry out the test and appraisal of crack infiltration self-healing ability easily to above-mentioned concrete sample, thus the convenient crack self-healing ability evaluating autogenous healing type additive.
For solving above-mentioned second technical matters, the technical solution of the utility model is:
For the assessment device of testing and assessing to the crack infiltration self-healing ability of above-described concrete sample, comprising:
Hydraulic pressure container, the cylindrical tubular of described hydraulic pressure container and be installed on the top of described concrete sample, the bottom end opening of described hydraulic pressure container and top closure, the top of described hydraulic pressure container offers connector;
Piezometric tube, is arranged at the top of described hydraulic pressure container, and described piezometric tube passes through the intracavity inter-connection of described connector and described hydraulic pressure container, and the two ends of described piezometric tube are formed with difference in height;
Reserve tank, is arranged at the top of described piezometric tube, and described reserve tank also cylindrical tubular and identical with described hydraulic pressure container size, described reserve tank upper end is provided with water filling port, and described reserve tank bottom seals with described piezometric tube and is communicated with.
As preferred technical scheme, the diameter of described hydraulic pressure container is greater than the diameter of test specimen body in described concrete sample.
As preferred technical scheme, described piezometric tube comprises soft connecting pipe and transparent glass tube.
As preferred technical scheme, described reserve tank casing is provided with scale mark.
This assessment device can observe the progressively sealing effect of self-cure type additive fracture after crack generation, formation seepage easily, by the quantitative observation of a period of time, record, calculating, the effect that calculating self-cure type additive self-healing that can be quantitative is impervious, apparatus structure simplicity of design, be simple and easy to use, can be good at the quality detecting additive.
Accompanying drawing explanation
The following drawings is only intended to schematically illustrate the utility model and explain, does not limit scope of the present utility model.Wherein:
Fig. 1 is the structural representation of concrete sample;
Fig. 2 is the structural representation of test specimen body;
Fig. 3 is the structural representation of sphenoid;
Fig. 4 is the structural representation behind the prefabricated crack of concrete sample;
Fig. 5 is the structural representation of assessment device;
Fig. 6 is the structural representation of testing and assessing when testing after assessment device and concrete sample are assembled;
Fig. 7 is the wide time history plot of equivalence seam.
In figure: 1-test specimen body; 2-sphenoid; 3-splitting crack; 4-hydraulic pressure container; 5-piezometric tube; 6-reserve tank.
Embodiment
Below in conjunction with drawings and Examples, set forth the utility model further.In the following detailed description, the mode only by illustrating describes some one exemplary embodiment of the present utility model.Undoubtedly, those of ordinary skill in the art can recognize, when not departing from spirit and scope of the present utility model, can revise by various different mode to described embodiment.Therefore, accompanying drawing is illustrative with being described in essence, instead of for limiting the protection domain of claim.
As shown in Figure 1 to Figure 3, crack infiltration self-healing ability test and appraisal concrete sample, comprises test specimen body 1 and top, crack device processed;
Wherein, described test specimen body 1 is made cylindric after when designing impervious agent volume mixing according to concrete reality cooperation, the diameter d=10cm ~ 30cm of test specimen body 1, the height b=10cm ~ 30cm of test specimen body 1;
Wherein, top, described crack device processed comprises the sphenoid 2 being located at described test specimen body 1 top, the closed angle end of described sphenoid 2 is embedded in the inside of described test specimen body 1 down and forms top pressure side, and the upper end dew of described sphenoid 2 is located at the outside of described test specimen body 1 and forms end of exerting pressure; Just sphenoid 2 is imbedded when test specimen body 1 is shaping, this sphenoid 2 wedge angle β=20 ° ~ 30 °, high H=20mm ~ 30mm, and the degree of depth closed angle end of sphenoid 2 being imbedded test specimen body 1 is down H1=15mm ~ 20mm, pull down from mould after test specimen body 1 solidifies, place fog room and carry out standard curing, valid period of standard is 14 days or 28 days, after maintenance completes, taking-up is tested, wherein said sphenoid 2 preferably adopts wedge metal bar, with ensure push up Compressive Strength, the length of described wedge metal bar and the diameter of described test specimen body 1 suitable.
With reference to figure 5 and Fig. 6, for the assessment device of testing and assessing to the crack infiltration self-healing ability of above-described concrete sample, comprise hydraulic pressure container 4, piezometric tube 5 and reserve tank 6;
Wherein, the cylindrical tubular of described hydraulic pressure container 4, be installed on the top of described concrete sample, the height of hydraulic pressure container 4 is L, the diameter of hydraulic pressure container 4 is D, and the diameter D of described hydraulic pressure container 4 is greater than the diameter d of test specimen body 1, and described hydraulic pressure container 4 can be made with organic glass, the bottom end opening of described hydraulic pressure container 4 and top closure, the top of described hydraulic pressure container 4 offers connector;
Described piezometric tube 5 is arranged at the top of described hydraulic pressure container 4, and described piezometric tube 5 passes through the intracavity inter-connection of described connector and described hydraulic pressure container 4, and the two ends of described piezometric tube 5 are formed with difference in height, convenient test record seepage amount; Described piezometric tube 5 is made up of soft connecting pipe and transparent glass tube, preferably on described transparent glass tube, arranges liquid level scale mark, thus record liquid level scale during convenient experiment;
Described reserve tank 6 is arranged at the top of described piezometric tube 5, described reserve tank 6 also cylindrical tubular and identical with described hydraulic pressure container 4 size, and described reserve tank 6 upper end is provided with water filling port, and described reserve tank 6 bottom seals with described piezometric tube 5 and is communicated with; Described reserve tank 6 casing is provided with scale mark, to observe the number of water percolating capacity.
With reference to figure 4 and Fig. 6, apply the method that above-mentioned assessment device is tested and assessed to distress in concrete infiltration self-healing ability, comprise the steps:
S1. above-described concrete sample is prepared according to the actual proportioning of concrete;
S2. first with attaching means, confined pressure constraint is carried out (as adopted the modes such as elastic rubber band binding to all side surfaces of test specimen body 1 in described concrete sample, not shown), for seam face provides the Normal compressive stress of 0.1 ~ 0.2MPa, adequate closure after producing to make crack, avoid seam wide too large, then after concrete sample being put into pressing machine, sphenoid 2 top (end of namely exerting pressure) pressurization is formed to the splitting crack 3 of up/down perforation, the width controlling described splitting crack 3 is less than 0.2mm, to ensure the accuracy of experimental data;
S3. the hydraulic pressure container 4 of described assessment device is overlapped to described test specimen body 1 end face, hydraulic pressure container 4 bottom is connected with the end sealing of described test specimen body 1, adopt the water-proofing agent shutoff such as water glass to avoid peripherally leaking as lap-joint, water glass shutoff is also used in the crack, side of test specimen body 1, water is avoided to ooze out from the side, connect piezometric tube 5 and hydraulic pressure container 4, and by assessment device and the unsettled setting of concrete sample, allow water freely to ooze out bottom test specimen body 1;
S4., after equipment installs, add water to design liquid level from described reserve tank 6 water filling port, start to test and measure related data, and according to the following equation measurement and assessment is carried out to self-healing rate effect:
In formula (1):
α is the coefficient that seepage flow is relevant;
g is acceleration of gravity, and v is the coefficient of dynamic viscosity of water;
H is acting head, h=h
2-h
1;
H
2for reserve tank liquid level elevation (with hydraulic pressure container bottom end face for reference field);
H
1for the top elevation (with hydraulic pressure container bottom end face for reference field) of hydraulic pressure container;
D is the end face fracture length (being equal to the diameter d of test specimen body) of test specimen body;
B is the height of test specimen body;
θ
0for starting the seepage amount (water loss) after testing a day;
A
0for initial equivalence seam is wide;
Can be obtained by formula (1),
Getting the seepage measurements of experiment beginning after t days is θ
t, then wide a is stitched in the equivalence after this t days
tfor:
The equivalence seam obtaining different time according to formula (3) is wide, draws and represents the self-healing effect in gap, as shown in Figure 7.
Evaluate self-healing effect to represent by the self-healing rate of certain test period, the self-healing rate in the gap that experiment started after t days is k
t,
Self-healing rate k
talso formula (5) can be adopted to represent,
Certainly, after healing completely, no longer the test period of seepage also can as the evaluation index of a self-healing effect in crack.
In the utility model concrete sample and assessment device structure simple, easily manufactured, be simple and easy to use, can be advantageously used in distress in concrete infiltration self-healing ability test and appraisal; Assessment method process is simple, practical, through actual Measurement and Computation, can draw data accurately, thus provide basis for estimation accurately, can carry out effective evaluation to the impervious effect of self-cure type repellant.
The foregoing is only the schematic embodiment of the utility model, and be not used to limit scope of the present utility model.Any those skilled in the art, equivalent variations done under the prerequisite not departing from design of the present utility model and principle and amendment, all should belong to the scope of the utility model protection.
Claims (8)
1. crack infiltration self-healing ability test and appraisal concrete sample, is characterized in that, comprising:
The test specimen body that concrete is made, described test specimen body is cylindric;
Top, crack device processed, comprise the sphenoid being located at described test specimen body top, the closed angle end of described sphenoid is embedded in the inside of described test specimen body down and forms top pressure side, and the upper end dew of described sphenoid is located at the outside of described test specimen body and forms end of exerting pressure.
2. crack infiltration self-healing ability test and appraisal concrete sample as claimed in claim 1, it is characterized in that: described sphenoid is wedge metal bar, and the diameter of the length of described sphenoid and described test specimen body is suitable.
3. crack infiltration self-healing ability test and appraisal concrete sample as claimed in claim 2, is characterized in that: the degree of depth that the closed angle end of described sphenoid imbeds described test specimen body is down 2/3 ~ 3/4 of the height of described sphenoid.
4. crack infiltration self-healing ability test and appraisal concrete sample as claimed in claim 3, is characterized in that: the wedge angle angle of described sphenoid is 20 ° ~ 30 °.
5. the assessment device for testing and assessing to the crack infiltration self-healing ability of the concrete sample described in any one of Claims 1-4, is characterized in that, comprising:
Hydraulic pressure container, the cylindrical tubular of described hydraulic pressure container and be installed on the top of described concrete sample, the bottom end opening of described hydraulic pressure container and top closure, the top of described hydraulic pressure container offers connector;
Piezometric tube, is arranged at the top of described hydraulic pressure container, and described piezometric tube passes through the intracavity inter-connection of described connector and described hydraulic pressure container, and the two ends of described piezometric tube are formed with difference in height;
Reserve tank, is arranged at the top of described piezometric tube, and described reserve tank also cylindrical tubular and identical with described hydraulic pressure container size, described reserve tank upper end is provided with water filling port, and described reserve tank bottom seals with described piezometric tube and is communicated with.
6. assessment device as claimed in claim 5, is characterized in that: the diameter of described hydraulic pressure container is greater than the diameter of test specimen body in described concrete sample.
7. assessment device as claimed in claim 5, is characterized in that: described piezometric tube comprises soft connecting pipe and transparent glass tube.
8. assessment device as claimed in claim 5, is characterized in that: described reserve tank casing is provided with scale mark.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521010541.9U CN205157281U (en) | 2015-12-07 | 2015-12-07 | Test and appraisal of crack infiltration self -healing ability are with concrete sample and test and appraisal device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521010541.9U CN205157281U (en) | 2015-12-07 | 2015-12-07 | Test and appraisal of crack infiltration self -healing ability are with concrete sample and test and appraisal device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205157281U true CN205157281U (en) | 2016-04-13 |
Family
ID=55692960
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521010541.9U Active CN205157281U (en) | 2015-12-07 | 2015-12-07 | Test and appraisal of crack infiltration self -healing ability are with concrete sample and test and appraisal device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205157281U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105319113A (en) * | 2015-12-07 | 2016-02-10 | 潍坊百汇特新型建材有限公司 | Concrete test piece and device for testing and evaluating self-curing capacity for water seepage of crack, and test and evaluation method |
| CN107449708A (en) * | 2017-07-26 | 2017-12-08 | 太原理工大学 | A kind of method simulated polymorphic combination coalmass crevasse and barriering effect is moved to water transport |
| CN107607381A (en) * | 2017-11-15 | 2018-01-19 | 河南理工大学 | The wedge-shaped splitting device of bedded rock test block |
-
2015
- 2015-12-07 CN CN201521010541.9U patent/CN205157281U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105319113A (en) * | 2015-12-07 | 2016-02-10 | 潍坊百汇特新型建材有限公司 | Concrete test piece and device for testing and evaluating self-curing capacity for water seepage of crack, and test and evaluation method |
| CN107449708A (en) * | 2017-07-26 | 2017-12-08 | 太原理工大学 | A kind of method simulated polymorphic combination coalmass crevasse and barriering effect is moved to water transport |
| CN107449708B (en) * | 2017-07-26 | 2019-09-10 | 太原理工大学 | A method of it simulating polymorphic combination coalmass crevasse and barriering effect is moved to water transport |
| CN107607381A (en) * | 2017-11-15 | 2018-01-19 | 河南理工大学 | The wedge-shaped splitting device of bedded rock test block |
| CN107607381B (en) * | 2017-11-15 | 2023-10-20 | 华侨大学 | Wedge-shaped splitting device for layered rock test block |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105319113A (en) | Concrete test piece and device for testing and evaluating self-curing capacity for water seepage of crack, and test and evaluation method | |
| CN1924534B (en) | Method for detection and stopping leak for concrete buildings leakage source | |
| CN104482913B (en) | Test device and test method used for testing three-dimensional strained condition | |
| CN103954511B (en) | A kind of Fracture Networks rock shearing-seepage flow coupling experiment method | |
| CN105527661A (en) | Detection and leakage blocking methods of concrete building water leakage | |
| CN205157281U (en) | Test and appraisal of crack infiltration self -healing ability are with concrete sample and test and appraisal device | |
| CN104569341A (en) | Vacuum preloading and electroosmosis combined testing device and vacuum preloading and electroosmosis combined testing method | |
| CN107796926B (en) | Large-scale buried gas pipeline damage simulation test device and method under landslide effect | |
| CN107121354B (en) | Device for testing anti-dispersion property of underwater rock-soluble grouting material and using method thereof | |
| CN203241326U (en) | Impermeability test device of waterproof material | |
| CN104914028A (en) | False triaxial high-pressure permeation tester | |
| CN204789256U (en) | False triaxial high pressure permeability test appearance | |
| CN105043891A (en) | Muddy water fracturing pressure testing device and method used for shield tunnel | |
| CN103308393B (en) | Formation fracturing resistance testing device and method | |
| CN104264719A (en) | Vacuum preloading indoor model testing apparatus | |
| CN204759883U (en) | Impervious curtain's test model between simulation concrete and basement rock | |
| CN204990969U (en) | Simulation reservoir dam impervious curtain's test model | |
| WO2020048186A2 (en) | 3d printing-based complex fractal fracture multi-coupling seepage experiment system and method | |
| CN204301779U (en) | A kind of indoor deep hole grouting multi-parameter combined measuring instrument | |
| US10571383B2 (en) | Concrete crack seal tester | |
| CN203241304U (en) | Formation fracturing resistance test apparatus | |
| CN204041117U (en) | Multi-parameters real-time monitoring controller in a kind of mortar depositing construction process | |
| CN111006993A (en) | Stability detection device for gangue cemented filling material and use method thereof | |
| US11435280B2 (en) | Substrate seal test method and apparatus | |
| CN205404013U (en) | Soil pressure cell buries device underground |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |