CN208902720U - A kind of vertical contact method concrete self-shrinkage automatic testing equipment - Google Patents
A kind of vertical contact method concrete self-shrinkage automatic testing equipment Download PDFInfo
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- CN208902720U CN208902720U CN201821371708.8U CN201821371708U CN208902720U CN 208902720 U CN208902720 U CN 208902720U CN 201821371708 U CN201821371708 U CN 201821371708U CN 208902720 U CN208902720 U CN 208902720U
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Abstract
The utility model discloses a kind of vertical contact method concrete self-shrinkage automatic testing equipments, automatic test structure including the test platform for test and on test platform, test platform include the adjustable frames for placing test specimen, the screw rod connecting with adjustable frames, the mounting bracket with the automatic test structure of installation connecting with screw rod；Automatic test structure includes digital display dial gauge, data converter and computer, and digital display dial gauge is located above test specimen, and digital display dial gauge, data converter, computer are sequentially connected.Design is scientific and reasonable for the vertical contact method concrete self-shrinkage automatic testing equipment of the utility model, and test specimen fixation is placed on adjustable frames, and test specimen is not required to move back and forth, saves a large amount of manpowers；Continue automatic measurement, data collection capacity is big, and the self-constriction deformation that energy overall process embodies concrete sample changes over time situation, guarantees detection data validity.
Description
Technical field
The utility model relates to Architectural Equipment technical field more particularly to concrete self-shrinkage measuring technologies, and in particular to
A kind of vertical contact method concrete self-shrinkage automatic testing equipment.
Background technique
Measurement concrete self-shrinkage device at present, has horizontal concrete self-constriction instrument, comparator etc., no matter these instruments are adopted
With being mechanical or electronic type measuring device, measurement procedure is similar, is both needed to temporarily put test specimen in measuring instrument,
Then it with the gauge head of instrument alignment concrete self-shrinkage test specimen two ends, is read.
Because being both needed to measure by the gauge head of test specimen two ends, so in test specimen when measurement concrete self-shrinkage at present
Built-in metal gauge head is needed when molding.But in actual operation, both ends gauge head is pre-buried more difficult to control, when molding, in shake table
It is easy to shake gauge head out when vibration.
Single, which is both needed to, additionally, due to existing measuring device moves test specimen, and single test specimen weighs 10kg or so, therefore move test specimen
Workload it is very heavy.Simultaneously because frequently moving test specimen, it is easy to break gauge head, test specimen is caused to be scrapped.
During actual test, the pre-buried gauge head in both ends of general horizontal concrete self-constriction instrument and concrete sample is more difficult
Alignment, or because the slight change of test specimen placing direction can cause the large change of measured value, therefore and the error amount of generation has
It can exceed that concrete self-shrinkage value, numerical value is caused to be distorted.
In previous self-constriction test operation, general test age is 1 day, 3 days, 7 days, 14 days, 21 days, 28 days, 28 days
Surveyed later for 1 month primary, the sampling interval is long, be unable to the self-constriction deformation of full lifetime tracking concrete, accidental error for
The influence of sampling curve is bigger.One group of self-constriction test need to carry out 3 pieces of test specimens simultaneously, when carrying out array test, using sleeping
When formula concrete self-shrinkage instrument, comparator test, batch test need to expend much manually moves sample back and forth, expends people
Work.
Utility model content
It can be realized remote-controlled control, easy to operate, compact-sized vertical the purpose of this utility model is to provide a kind of
Formula contact method concrete self-shrinkage automatic testing equipment.
In order to overcome above-mentioned defect in the prior art, the utility model adopts the following technical solution:
A kind of vertical contact method concrete self-shrinkage automatic testing equipment including the test platform for test and is located at survey
The automatic test structure on platform is tried, the test platform includes the adjustable frames for placing test specimen, connect with adjustable frames
Screw rod, the mounting bracket with the automatic test structure of installation that is connect with screw rod；The automatic test structure includes that digital display thousand divides
Table, data converter and computer, the digital display dial gauge are located above the test specimen, and the digital display dial gauge, the data turn
Parallel operation, the computer are sequentially connected.
Further, the adjustable frames are equipped with locating piece and micrometer adjusting screw, and the locating piece is located at described adjustable
Section base top is simultaneously contacted with the test specimen, and the micrometer adjusting screw is located at adjustable frames surrounding as stabilizer blade.
Further, the locating piece is L-type, and L-type locating piece fixes the test specimen.
Further, the mounting bracket is equipped with mounting bracket fastening nut and dial framework fastening nut, the mounting bracket
Fastening nut and the dial framework fastening nut are located at the mounting bracket both ends.
Further, placement first level bubble column and the second horizontal bubble column on the adjustable frames, described first
Horizontal bubble column and the second horizontal bubble column are located at the rear and side of the test specimen.
The respective effectiveness of main component is as follows:
Computer, by the way that acquisition interval is arranged, acquires the data of digital display dial gauge for running automatic collection software in real time；
The data of digital display dial gauge access computer by data converter；
Data converter can at most access 64 channels simultaneously, can acquire the data of 64 digital display dial gauges simultaneously；
Digital display dial gauge is flat contact, and by being in contact with copperhead pre-buried in test specimen, precise acquisition test specimen is received certainly
Compression deformation data；
The positioning that locating piece (L shape) can be used as test specimen leans on, and is steadily accurately placed in adjustable frames center convenient for test specimen,
Convenient for the flat contact of pre-buried copperhead and digital display dial gauge；
Dial framework fastening nut, by screwing or unclamping mode, convenient for finely tuning the position of digital display dial gauge；
Mounting bracket fastening nut, by screwing or unclamping mode, convenient for adjusting installation by sliding up and down in screw rod
The position of bracket and digital display dial gauge；
Fine-tuning nut is conveniently adjusted adjustable frames by observation first level bubble column and the second horizontal bubble column
Level guarantees measuring accuracy.
Design is scientific and reasonable for the vertical contact method concrete self-shrinkage automatic testing equipment of the utility model, has following effect
Fruit:
One, by arrangement locating piece, test specimen is enabled to be immediately placed in suitable acquisition position, avoids the cumbersome journey in adjusting
Sequence.
The fixation of two test specimens is placed on adjustable frames, and test specimen is not required to move back and forth, avoids the number generated by test specimen movement
According to error.
Three, test specimen fixation is placed on adjustable frames, and test specimen is not required to move back and forth, saves a large amount of manpowers.
Four, continue automatic measurement, data collection capacity is big, and energy overall process embodies the self-constriction deformation of concrete sample at any time
Situation of change guarantees detection data validity.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is some embodiments of the utility model, for those of ordinary skill in the art, before not making the creative labor property
It puts, is also possible to obtain other drawings based on these drawings:
Fig. 1 is a kind of vertical contact method concrete self-shrinkage automatic testing equipment embodiment schematic diagram of the utility model；
Fig. 2 is vertical contact method concrete self-shrinkage automatic testing equipment schematic top plan view；
In attached drawing: 1. computers；2. data converter；3. digital display dial gauge；4. mounting bracket；5. mounting bracket fastens spiral shell
It is female；6. dial framework fastening nut；7. pre-buried copperhead；8. screw rod；9. test specimen；10. micrometer adjusting screw；11. adjustable frames；12. positioning
Block (L shape)；13. first level bubble column；14. the second horizontal bubble column.
Specific embodiment
The utility model is described in detail below in conjunction with attached drawing and specific embodiment, herein showing with the utility model
Meaning property embodiment and explanation are used to explain the utility model, but are not intended to limit the scope of the present invention.
As depicted in figs. 1 and 2, a kind of vertical contact method concrete self-shrinkage automatic testing equipment, including for test
Test platform and the automatic test structure on test platform, the test platform include the adjustable frames for placing test specimen 9
11, the screw rod 8 being connect with adjustable frames 11, the mounting bracket 4 with the automatic test structure of installation being connect with screw rod 8；It is described
Automatic test structure includes digital display dial gauge 3, data converter 2 and computer 1, and the digital display dial gauge 3 is located on the test specimen 9
Side, the digital display dial gauge 3, the data converter 2, the computer 1 are sequentially connected.
In some embodiments, the adjustable frames 11 are equipped with locating piece 12 and micrometer adjusting screw 10, the locating piece
12 are located at 11 top of adjustable frames and contact with the test specimen 9, and the micrometer adjusting screw 10 is located at adjustable frames 11 4
Zhou Zuowei stabilizer blade.Locating piece 12 is L-type, and L-type locating piece 12 is fixed the test specimen 9.
In some embodiments, the mounting bracket 4 is equipped with mounting bracket fastening nut 5 and dial framework fastening nut 6, described
Mounting bracket fastening nut 5 and the dial framework fastening nut 6 are located at 4 both ends of mounting bracket.
In some embodiments, first level bubble column 13 and the second horizontal bubble column are placed on the adjustable frames 11
14, the first level bubble column 13 and the second horizontal bubble column 14 are located at the rear and side of the test specimen 9.
The respective effectiveness of main component is as follows:
Computer 1, by the way that acquisition interval is arranged, acquires the data of digital display dial gauge 3 for running automatic collection software in real time；
The data of digital display dial gauge 3 access computer 1 by data converter 2；
Data converter 2 can at most access 64 channels simultaneously, can acquire the number of 64 digital display dial gauges 3 simultaneously
According to；Digital display dial gauge 3 is flat contact, by being in contact with copperhead 7 pre-buried in test specimen 9, the self-constriction of precise acquisition test specimen 9
Deformation data；
The positioning that locating piece 12 (L shape) can be used as test specimen 9 leans on, and is steadily accurately placed in adjustable frames 11 convenient for test specimen
Center, convenient for the flat contact of pre-buried copperhead 7 and digital display dial gauge 3；
Dial framework fastening nut 6, by screwing or unclamping mode, convenient for finely tuning the position of digital display dial gauge 3；
Mounting bracket fastening nut 5, by screwing or unclamping mode, convenient for adjusting peace by sliding up and down in screw rod 8
Fill the position of bracket 4 and digital display dial gauge 3；
Fine-tuning nut 10 is conveniently adjusted adjustable by observation first level bubble column 13 and the second horizontal bubble column 14
The level of pedestal 11 guarantees measuring accuracy.
It is as follows to using step to be described in detail:
The first step is observed first level bubble column 13 and the second horizontal bubble column 14, is guaranteed by adjusting micrometer adjusting screw 10
Adjustable frames 11 are horizontal；
Second step adjusts mounting bracket 4 to suitable position, tightens according to 3 height of test specimen 9 and digital display dial gauge estimated
Mounting bracket fastening nut 5；
Third step opens computer 1, data converter 2, digital display dial gauge 3, it is ensured that data are shown normally；
Test specimen 9 is placed on adjustable frames 11 by the 4th step, and test specimen rests against locating piece 12 (L shape)；
5th step adjusts digital display dial gauge 3 to suitable position, tightens dial framework fastening nut 6；
6th step resets digital display dial gauge 3, the suitable sampling period is arranged, computer 1 starts automatic taken at regular intervals number
According to.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Within the spirit and principle of utility model, any modification, equivalent replacement, improvement and so on should be included in the utility model
Protection scope within.
Claims (5)
1. a kind of vertical contact method concrete self-shrinkage automatic testing equipment including the test platform for test and is located at test
Automatic test structure on platform, it is characterised in that: the test platform include place test specimen (9) adjustable frames (11),
The screw rod (8) being connect with adjustable frames (11), the mounting bracket (4) with the automatic test structure of installation being connect with screw rod (8)；
The automatic test structure includes digital display dial gauge (3), data converter (2) and computer (1), digital display dial gauge (3) position
Above the test specimen (9), the digital display dial gauge (3), the data converter (2), the computer (1) are sequentially connected.
2. vertical contact method concrete self-shrinkage automatic testing equipment according to claim 1, it is characterised in that:
The adjustable frames (11) are equipped with locating piece (12) and micrometer adjusting screw (10), and the locating piece (12) can described in
It is contacted at the top of adjustment base (11) and with the test specimen (9), the micrometer adjusting screw (10) is located at adjustable frames (11) surrounding work
For stabilizer blade.
3. vertical contact method concrete self-shrinkage automatic testing equipment according to claim 2, it is characterised in that:
The locating piece (12) is L-type, and L-type locating piece (12) is fixed the test specimen (9).
4. vertical contact method concrete self-shrinkage automatic testing equipment according to claim 1, it is characterised in that:
The mounting bracket (4) is equipped with mounting bracket fastening nut (5) and dial framework fastening nut (6), the mounting bracket fastening
Nut (5) and the dial framework fastening nut (6) are located at the mounting bracket (4) both ends.
5. vertical contact method concrete self-shrinkage automatic testing equipment according to any one of claims 1-4, feature
It is:
First level bubble column (13) and the second horizontal bubble column (14), first water are placed on the adjustable frames (11)
Flat bubble column (13) and the second horizontal bubble column (14) are located at the rear and side of the test specimen (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821371708.8U CN208902720U (en) | 2018-08-24 | 2018-08-24 | A kind of vertical contact method concrete self-shrinkage automatic testing equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821371708.8U CN208902720U (en) | 2018-08-24 | 2018-08-24 | A kind of vertical contact method concrete self-shrinkage automatic testing equipment |
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| Publication Number | Publication Date |
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| CN208902720U true CN208902720U (en) | 2019-05-24 |
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ID=66570156
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| Application Number | Title | Priority Date | Filing Date |
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| CN201821371708.8U Active CN208902720U (en) | 2018-08-24 | 2018-08-24 | A kind of vertical contact method concrete self-shrinkage automatic testing equipment |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113433301A (en) * | 2021-06-03 | 2021-09-24 | 中南大学 | Concrete shrinkage deformation testing device and method |
| CN114034808A (en) * | 2021-11-03 | 2022-02-11 | 大连海事大学 | Cement-based material alkali aggregate reaction measuring device and measuring method |
-
2018
- 2018-08-24 CN CN201821371708.8U patent/CN208902720U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113433301A (en) * | 2021-06-03 | 2021-09-24 | 中南大学 | Concrete shrinkage deformation testing device and method |
| CN114034808A (en) * | 2021-11-03 | 2022-02-11 | 大连海事大学 | Cement-based material alkali aggregate reaction measuring device and measuring method |
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