CN104833793A - Mortar anti-sagging performance test device - Google Patents
Mortar anti-sagging performance test device Download PDFInfo
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- CN104833793A CN104833793A CN201410261981.5A CN201410261981A CN104833793A CN 104833793 A CN104833793 A CN 104833793A CN 201410261981 A CN201410261981 A CN 201410261981A CN 104833793 A CN104833793 A CN 104833793A
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- mortar
- circular arc
- cell body
- arc cell
- test
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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 testing mortar sink-resistance performance, i.e. mortar sink-resistance performance proving installation.
Background technology
Mortar sink-resistance performance is most important for the application of mortar, and be that assessment mortar can be constructed the important parameter of thickness, be smear test on the wall in the past to this project, do not have reappearance, different basal plane does not have comparability yet always.
Summary of the invention
The object of the invention is to: for the current problem that cannot quantize mortar sink-resistance performance, provide a kind of and mortar can be resisted sagging Capacity Evaluation to become quantitative mortar sink-resistance performance proving installation by qualitative.
Technical scheme of the present invention is as follows:
A kind of mortar sink-resistance performance proving installation, it comprises the circular arc cell body for loading test mortar samples, 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 support plate of circular arc cell body level to close and supporting fixing, forms a uncovered inner chamber in circular arc cell body; The washer that bearing test mortar is spread out and put on is provided with the scale intuitively can seeing test result.
Between described flat board of spreading out and putting on for the circular arc cell body and bearing test mortar that load test mortar samples, and between circular arc cell body and little support plate, knot can be sticked with glue together or weld together.
Described circular arc cell body for loading test mortar samples, bearing test mortar spread out and put on flat board, for keeping the little support plate of circular arc cell body level, material is Polyvinylchloride or stainless steel.
Described circular arc cell body square section is semicircle, it columnar structured is divided into two then choose wherein one piece make, 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 support plate of circular arc cell body level to close and supporting fixing, like this, a uncovered inner chamber is just defined between the flat board of spreading out and putting at circular arc cell body and bearing test mortar and little support plate.
Beneficial effect of the present invention:
Mortar sink-resistance performance proving installation of the present invention, structure is simple, and easy to use, test result is very clear, and sample is easy to load, take out and cleaning.
Mortar sink-resistance performance proving installation of the present invention, can make mortar sagging resistance measure, and resisted by mortar sagging Capacity Evaluation to become quantitative by qualitative, this device can also provide quantitative data for the assessment of grout additive performance.
Accompanying drawing explanation
Fig. 1 is the front view of mortar sink-resistance performance proving installation of the present invention;
Fig. 2 is the left TV structure cross-sectional schematic of mortar sink-resistance performance proving installation of the present invention;
Fig. 3 is the schematic top plan view of mortar sink-resistance performance proving installation of the present invention.
In figure: 1, for the flat board 3 loading the test circular arc cell body 2 of mortar samples, bearing test mortar is spread out and put on, little support plate 4, uncovered inner chamber 5, scale
Embodiment
Below in conjunction with drawings and Examples, the present invention is further illustrated.
Embodiment 1
As Figure 1-3, a kind of mortar sink-resistance performance of the present invention proving installation, it comprises the circular arc cell body 1 for loading test mortar samples, the flat board 2 that circular arc cell body two ends are spread out and put on bearing test mortar respectively and for keeping the little support plate 3 of circular arc cell body level to close and supporting fixing, forms a uncovered inner chamber 4 in circular arc cell body; The washer that bearing test mortar is spread out and put on is provided with scale 5, intuitively can obtain test result.
When loading the circular arc cell body 1 horizontal traverse of test mortar samples, the flat board 2 that bearing test mortar is spread out and put on and little support plate 3 are in upright state, the flat board 2 that circular arc cell body 1 is spread out and put on by bearing test mortar and little support plate 3 support fixing, make it be in horizontality.
Form a uncovered flute profile inner chamber in described circular arc cell body, during heap sand slurry samples, circular arc cell body is horizontal traverse state, is easy to filling sample mortar.The sink-resistance performance method of testing of mortar samples is: first by horizontal for circular arc cell body traverse, insert sample mortar; Erected by circular arc cell body, bottom is the flat board that bearing test mortar is spread out and put on again, and top is little support plate; Mortar samples along inwall toward sagging, according to its sagging position of falling on flat board that bearing test mortar spreads out and puts on, then according to the scale on this place, position scale, can evaluate the sink-resistance performance of mortar in circular arc cell body.
Claims (4)
1. a mortar sink-resistance performance proving installation, it is characterized in that, it comprises the circular arc cell body for loading test mortar samples, 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 support plate of circular arc cell body level to close and supporting fixing, forms a uncovered inner chamber in circular arc cell body; The washer that bearing test mortar is spread out and put on is provided with the scale intuitively can seeing test result.
2. mortar sink-resistance performance proving installation as claimed in claim 1, is characterized in that, between the flat board that circular arc cell body and bearing test mortar are spread out and put on, and between circular arc cell body and little support plate, sticks with glue knot together or weld together.
3. mortar sink-resistance performance proving installation as claimed in claim 1 or 2, it is characterized in that, flat board, little support plate that described circular arc cell body, bearing test mortar are spread out and put on, material is Polyvinylchloride or stainless steel.
4. mortar sink-resistance performance proving installation as claimed in claim 1 or 2, is characterized in that, described circular arc cell body square 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 true CN104833793A (en) | 2015-08-12 |
| CN104833793B CN104833793B (en) | 2017-02-01 |
Family
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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) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116660099A (en) * | 2023-07-24 | 2023-08-29 | 绵阳新启科技有限公司 | Water-based paint fluidity detection system and method |
Citations (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 |
| CN103439477A (en) * | 2013-08-30 | 2013-12-11 | 成都中光电科技有限公司 | Glass droop testing platform |
| CN203432930U (en) * | 2013-08-20 | 2014-02-12 | 昆明理工大学 | Determinator |
-
2014
- 2014-06-12 CN CN201410261981.5A patent/CN104833793B/en active Active
Patent Citations (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 |
| CN103439477A (en) * | 2013-08-30 | 2013-12-11 | 成都中光电科技有限公司 | Glass droop testing platform |
Non-Patent Citations (2)
| Title |
|---|
| 韩仲琦等: "《华北地区硅酸盐学会第八届学术技术交流会论文集》", 30 September 2005 * |
| 黄晓庆等: "改性淀粉在建筑材料中的应用及实例", 《化学与黏合》 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116660099A (en) * | 2023-07-24 | 2023-08-29 | 绵阳新启科技有限公司 | Water-based paint fluidity detection system and method |
| 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 |
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| Publication number | Publication date |
|---|---|
| CN104833793B (en) | 2017-02-01 |
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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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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. |
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| TR01 | Transfer of patent right |