CN104833793B - Mortar anti-sagging performance test device - Google Patents
Mortar anti-sagging performance test device Download PDFInfo
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- CN104833793B CN104833793B CN201410261981.5A CN201410261981A CN104833793B CN 104833793 B CN104833793 B CN 104833793B CN 201410261981 A CN201410261981 A CN 201410261981A CN 104833793 B CN104833793 B CN 104833793B
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- mortar
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- cell body
- flat board
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Abstract
The invention discloses a mortar anti-sagging performance test device, which includes a circular-arc-shaped trough body for accommodating a to-be-test mortar sample, wherein the two ends of the circular-arc-shaped trough body are sealed, supported and fixed by means of flat plates allowing the to-be-test mortar sample to be spread thereon and small support flat plates used for keeping levelness of the circular-arc-shaped trough body. An opened inner chamber is formed in the circular-arc-shaped trough body. The flat plates allowing the to-be-test mortar sample to be spread thereon is provided with a marked ruler by which a test result can be known directly. The test device is simple in structure, is convenient to use, is intuitive in test result, allows the sample to be loaded, unloaded and cleaned easily, can measure the anti-sagging performance of mortar, can turn the evaluation of the anti-sagging performance of mortar from qualitatively to quantitatively, and also can provide quantitative data for the evaluation of the performances of a mortar additive agent.
Description
Technical field
The present invention relates to a kind of device of test mortar sink-resistance performance, i.e. mortar sink-resistance performance test device.
Background technology
Mortar sink-resistance performance is most important for the application of mortar, is that assessment mortar can be constructed the important parameter of thickness,
Always on the wall test is smeared in the past to this project, there is no repeatability, different basal planes do not have comparability yet.
Content of the invention
It is an object of the invention to: for the problem that currently mortar sink-resistance performance cannot be quantified, provide one kind can be by
Mortar sag resistance Capacity Evaluation becomes quantitative mortar sink-resistance performance test device by qualitative.
Technical scheme is as follows:
A kind of mortar sink-resistance performance test device, it includes the circular arc cell body for loading test mortar samples, circle
The flat board that arc cell body two ends are spread out and put on bearing test mortar respectively and the little support flat board for keeping circular arc cell body level
Close and support fixation, in arc-shaped slot body, form the uncovered inner chamber of one side；The washer that bearing test mortar is spread out and put on sets
There is the scale that can be visually seen test result.
Described tests between the flat board that the circular arc cell body of mortar samples and bearing test mortar are spread out and put on for loading, with
And between circular arc cell body and little support flat board, can be bonded together with glue or weld together.
Flat board that described circular arc cell body for loading test mortar samples, bearing test mortar are spread out and put on, it is used for protecting
Hold the little support flat board of circular arc cell body level, material is polrvinyl chloride or rustless steel.
Described circular arc cell body cross section is semicircle, and it is columnar structured part to be divided into two and then chooses wherein
Make for one piece, the flat board that circular arc cell body two ends are spread out and put on bearing test mortar respectively and be used for keeping circular arc cell body level
Little support flat board close and support fixation, so, the flat board spread out and put in circular arc cell body and bearing test mortar and little support
It is the formation of a uncovered inner chamber in side between flat board.
Beneficial effects of the present invention:
The mortar sink-resistance performance test device of the present invention, structure is simple, and easy to use, test result is very clear, sample
Product are easily incorporated, take out and clean.
The mortar sink-resistance performance test device of the present invention, can make mortar sink-resistance performance be measured, under mortar is resisted
Vertical Capacity Evaluation becomes quantitative by qualitative, and this device can also provide quantitative data for the assessment of grout additive performance.
Brief description
Fig. 1 is the front view of the mortar sink-resistance performance test device of the present invention；
Fig. 2 is the left view structure cross-sectional schematic of the mortar sink-resistance performance test device of the present invention；
Fig. 3 is the schematic top plan view of the mortar sink-resistance performance test device of the present invention.
In figure: the flat board 3 that 1, is used for loading the test circular arc cell body 2 of mortar samples, bearing test mortar is spread out and put on, little
Support flat board 4, uncovered inner chamber 5, scale
Specific embodiment
Below in conjunction with drawings and Examples, the present invention is further illustrated.
Embodiment 1
As Figure 1-3, a kind of mortar of present invention sink-resistance performance test device, it is included for loading test mortar-like
The circular arc cell body 1 of product, the flat board 2 that circular arc cell body two ends are spread out and put on bearing test mortar respectively and be used for keeping arc-shaped slot
Fixation is closed and supported to the little support flat board 3 of body level, forms the uncovered inner chamber 4 of one side in arc-shaped slot body；Bearing test
The washer that mortar is spread out and put on is provided with scale 5, can intuitively obtain test result.
During the circular arc cell body 1 horizontal traverse of loading test mortar samples, flat board 2 and ramuscule that bearing test mortar is spread out and put on
Support flat board 3 is in upright state, and the flat board 2 that circular arc cell body 1 is spread out and put on by bearing test mortar and little support flat board 3 are solid to support
Determine so as to be in horizontality.
Form a uncovered flute profile inner chamber, during filling mortar samples, circular arc cell body is in level in described arc-shaped slot body
Traverse state is it is easy to fill sample mortar.The sink-resistance performance method of testing of mortar samples is: first that circular arc cell body level is horizontal
Put (side open position is upper), insert sample mortar；Again circular arc cell body is erected, bottom is bearing test mortar paving
The flat board at stand, top is little support flat board；Mortar samples along inwall toward sagging, sagging can be fallen according to it in arc-shaped slot body
The position on flat board that bearing test mortar is spread out and put on, further according to the scale on this position place scale, to evaluate mortar anti-under
Vertical performance.
Claims (3)
1. a kind of mortar sink-resistance performance test device is it is characterised in that it includes the circular arc for loading test mortar samples
Shape cell body, the flat board that circular arc cell body two ends are spread out and put on bearing test mortar respectively and for keeping the little of circular arc cell body level
Support flat board to close and support fixation, in arc-shaped slot body, form the uncovered inner chamber of one side；It is flat that bearing test mortar is spread out and put on
It is provided with the scale that can be visually seen test result above plate；
Flat board that described circular arc cell body, bearing test mortar are spread out and put on, little support flat board, material is polrvinyl chloride.
2. mortar sink-resistance performance test device as claimed in claim 1 is it is characterised in that circular arc cell body and bearing test
Between the flat board that mortar is spread out and put on, and between circular arc cell body and little support flat board, it is bonded together with glue or welds together.
3. mortar sink-resistance performance test device as claimed in claim 1 or 2 is it is characterised in that described circular arc cell body
Cross section is semicircle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410261981.5A CN104833793B (en) | 2014-06-12 | 2014-06-12 | Mortar anti-sagging performance test device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410261981.5A CN104833793B (en) | 2014-06-12 | 2014-06-12 | Mortar anti-sagging performance test device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104833793A CN104833793A (en) | 2015-08-12 |
| CN104833793B true CN104833793B (en) | 2017-02-01 |
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ID=53811806
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410261981.5A Active CN104833793B (en) | 2014-06-12 | 2014-06-12 | Mortar anti-sagging performance test device |
Country Status (1)
| Country | Link |
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| CN (1) | CN104833793B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116660099B (en) * | 2023-07-24 | 2023-10-31 | 绵阳新启科技有限公司 | Water-based paint fluidity detection system and method |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203053972U (en) * | 2013-02-04 | 2013-07-10 | 哈尔滨学院 | Detection instrument for slump of self-compacting concrete mixture |
| CN203432930U (en) * | 2013-08-20 | 2014-02-12 | 昆明理工大学 | Determinator |
| CN103439477B (en) * | 2013-08-30 | 2015-06-24 | 成都中光电科技有限公司 | Glass droop testing platform |
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2014
- 2014-06-12 CN CN201410261981.5A patent/CN104833793B/en active Active
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| Publication number | Publication date |
|---|---|
| CN104833793A (en) | 2015-08-12 |
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| TR01 | Transfer of patent right |
Effective date of registration: 20200518 Address after: 450000 9-1, Liudong Road, Zhengzhou area (Jinshui), Henan pilot Free Trade Zone, Zhengzhou City, Henan Province (cluster registration) Patentee after: Henan Botai chemical building materials Co.,Ltd. Address before: 457000 No. 26, South Road, west section of Jianshe Road, Henan, Puyang Patentee before: PUYANG LITE NEW MATERIAL TECHNOLOGY Co.,Ltd. |
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| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20230615 Address after: 457000 puwang Industrial Park, Pucheng Town, fan County, Puyang City, Henan Province Patentee after: Henan Jiarun New Material Co.,Ltd. Address before: 450000 9-1, Liudong Road, Zhengzhou area (Jinshui), Henan pilot Free Trade Zone, Zhengzhou City, Henan Province (cluster registration) Patentee before: Henan Botai chemical building materials Co.,Ltd. |