CN202033001U - Thickness measuring instrument for full-automatic geosynthetic material - Google Patents
Thickness measuring instrument for full-automatic geosynthetic material Download PDFInfo
- Publication number
- CN202033001U CN202033001U CN2011200440041U CN201120044004U CN202033001U CN 202033001 U CN202033001 U CN 202033001U CN 2011200440041 U CN2011200440041 U CN 2011200440041U CN 201120044004 U CN201120044004 U CN 201120044004U CN 202033001 U CN202033001 U CN 202033001U
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- portal frame
- fixed
- thickness measuring
- test
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Abstract
The utility model relates to a thickness measuring instrument for a full-automatic geosynthetic material. The thickness measuring instrument comprises a base, a portal frame, a movable transverse beam, a testing component and a control box, wherein the portal frame is fixedly connected onto the base; the base is provided with a portal frame bottom plate; the testing component comprises a pressure testing unit, a thickness testing unit and a testing platform; the pressure testing unit is fixedly connected onto the movable transverse beam of the portal frame; the thickness testing unit is fixed on the base; and the testing platform is fixedly connected onto the portal frame bottom plate. The thickness measuring instrument has the advantages of automation of the entire testing process, automatic printing of a logarithmic curve of a statistical returns and thickness change, saving in time and labor, easiness for operating and high working efficiency.
Description
Technical field
The utility model relates to a kind of analyzer, relates in particular to a kind of full-automatic geosynthetics thickness measuring instrument.
Background technology
Geosynthetics thickness and variation in thickness are the important indicators of geosynthetics, the geosynthetics thickness measuring instrument is a kind of thickness of all kinds of geosynthetics under different pressures and testing tool of variation in thickness measured, product is in existing product at present, be the armstrong's patent structure, adopt the mode of afterburning lever and weightening finish counterweight, presser feet is pressurizeed, so artificial pressurization, manual control pressing time, artificial reading, the artificial logarithmic curve of drawing variation in thickness, time-consuming effort again, work efficiency is lower.So, be badly in need of a kind of improved technology and solve this problem.
The utility model content
The purpose of this utility model provides a kind of full-automatic geosynthetics thickness measuring instrument, and overcoming in the prior art can only manually-operated, the voltage stabilizing time also can only manual control, artificial reading, the deficiency of manually drawing the logarithmic curve of variation in thickness.
The technical solution adopted in the utility model is:
Full-automatic geosynthetics thickness measuring instrument, comprise base, portal frame, moving beam, test component and control box, described portal frame is fixedly connected on the base, described base is provided with the portal frame base plate, described test component comprises pressure test unit, thickness measuring unit and test platform, described pressure test unit is fixedly connected on the moving beam of portal frame, and described thickness measuring unit is fixed on the base, and described test platform is fixedly connected on the portal frame base plate.
Described pressure test unit comprises pressure transducer, depression bar, spring housing, compression spring, web joint and presser feet, described pressure transducer upper end is fixed on the moving beam, described pressure transducer lower end is connected with the upper end of depression bar by nut, the lower end of described depression bar is socketed with compression spring, the depression bar that is socketed with compression spring inserts in the spring housing and by straight pin to be fixed, described
The spring housing bottom is fixed on the web joint, and described web joint end face is close to presser feet and is connected by attachment screw.
Described thickness measuring unit comprises dial indicators rack, digital display dial gauge, traversing carriage, set screw, adjusting stage clip and nut, described digital display dial gauge is fixed on the dial indicators rack, described dial indicators rack is fixed on the base, the measuring junction of described digital display dial gauge withstands on the end face of nut, described nut bottom surface is connected with the set screw upper end, described adjusting compression spring sleeve is connected on the set screw, described set screw is passed the traversing carriage plane and is fixed in traversing carriage one end, and the described traversing carriage other end is fixed on the spring housing.
Described test platform comprises test benchmark plate, bearing pin and double-row radial ball bearing, and described double-row radial ball bearing is fixed on the portal frame base plate, and described bearing pin passes double-row radial ball bearing and is connected with the test benchmark plate.
The beneficial effects of the utility model:
Continuous coverage geosynthetics thickness automatically, test number (TN), voltage stabilizing time, test mode can be set arbitrarily, and can print the logarithmic curve of statistical study form and variation in thickness automatically, can increase work efficiency, alleviate operator's workload, avoid the mistake of artificial reading.The test overall process has all realized robotization, and can print the logarithmic curve of statistical report form and variation in thickness automatically, and is time saving and energy saving, simple to operate, high efficiency.
Description of drawings
Below in conjunction with the drawings and specific embodiments the utility model is described in further detail.
Fig. 1 is a structural representation of the present utility model.
Fig. 2 is the structural representation of the utility model test cell.
Wherein: 1, base, 2, test component, 3, moving beam, 4, portal frame, 5, force transducer, 6, the portal frame base plate, 7, control box, 8, depression bar, 9, spring housing, 10, compression spring, 11, attachment screw, 12, web joint, 13, presser feet, 14, double-row radial ball bearing, 15, bearing pin, 16, digital display dial gauge, 17, nut, 18, regulate stage clip, 19, traversing carriage, 20, set screw, 21, dial indicators rack, 22, the test benchmark plate, 23, nut, 24, straight pin, 25, measuring junction.
Embodiment
As illustrated in fig. 1 and 2, full-automatic geosynthetics thickness measuring instrument of the present utility model, comprise base 1, portal frame 4, moving beam 3, test component 2 and control box 7, portal frame 4 is fixedly connected on the base 1, base 1 is provided with portal frame base plate 6, test component 2 comprises the pressure test unit, thickness measuring unit and test platform, the pressure test unit is fixedly connected on the moving beam 3 of portal frame 4, the thickness measuring unit is fixed on the base 1, test platform is fixedly connected on the portal frame base plate 6, and 7 pairs of instrument motions of control box are controlled, the data acquisition of pressure and thickness;
The pressure test unit comprises pressure transducer 5, depression bar 8, spring housing 9, compression spring 10, web joint 12 and presser feet 13, pressure transducer 5 upper ends are fixed on the moving beam 3, pressure transducer 5 lower ends are connected with the upper end of depression bar 8 by nut 23, the lower end of depression bar 8 is socketed with compression spring 10, the depression bar 8 that is socketed with compression spring 10 inserts in the spring housing 9 and by straight pin 24 to be fixed, spring housing 9 bottoms are fixed on the web joint 12, and web joint 12 end faces are close to presser feet 13 and are connected by attachment screw 11;
The thickness measuring unit comprises dial indicators rack 21, digital display dial gauge 16, traversing carriage 19, set screw 20, regulate stage clip 18 and nut 17, digital display dial gauge 16 has communication function, digital display dial gauge 16 is fixed on the dial indicators rack 21, dial indicators rack 21 is fixed on the base 1, the measuring junction 25 of digital display dial gauge 16 withstands on the end face of nut 17, nut 17 bottom surfaces are connected with set screw 20 upper ends, regulating stage clip 18 is socketed on the set screw 20, set screw 20 is passed traversing carriage 19 planes and is fixed in traversing carriage 19 1 ends, and traversing carriage 19 other ends are fixed on the spring housing 9; Test platform comprises test benchmark plate 22, bearing pin 15 and double-row radial ball bearing 14, and double-row radial ball bearing 14 is fixed on the portal frame base plate 6, and bearing pin 15 passes double-row radial ball bearing 14 and is connected with test benchmark plate 22.
Operating process of the present utility model is: set test parameters before the test earlier, as specimen coding, test number (TN), voltage stabilizing time, nominal thickness etc., carry out the thickness automatic zero point again and proofread and correct; Dress during sample moving beam 3 move upward and drive presser feet 13 and be in upper limit position, sample is placed on the test benchmark plate 22; After pressing start key during test, moving beam 3 moves downward by compression spring 10 and acts on presser feet 13 and sample is cushioned pressurization, keep this force value after reaching the force value of regulation, instrument can be gathered the one-tenth-value thickness 1/10 in the digital display dial gauge 16 of being with communication function automatically after the voltage stabilizing time of regulation, continue the force value that pressurization reaches another regulation again, so automatically, continuous coverage is at the thickness of different pressures, after the test, presser feet 13 rises automatically, instrument can be added up clearing automatically, and prints the logarithmic curve of statistical report form and variation in thickness automatically.
Claims (4)
1. full-automatic geosynthetics thickness measuring instrument, comprise base, portal frame, moving beam, test component and control box, described portal frame is fixedly connected on the base, described base is provided with the portal frame base plate, it is characterized in that: described test component comprises pressure test unit, thickness measuring unit and test platform, described pressure test unit is fixedly connected on the moving beam of portal frame, described thickness measuring unit is fixed on the base, and described test platform is fixedly connected on the portal frame base plate.
2. full-automatic geosynthetics thickness measuring instrument according to claim 1, it is characterized in that: described pressure test unit comprises pressure transducer, depression bar, spring housing, compression spring, web joint and presser feet, described pressure transducer upper end is fixed on the moving beam, described pressure transducer lower end is connected with the upper end of depression bar by nut, the lower end of described depression bar is socketed with compression spring, the depression bar that is socketed with compression spring inserts in the spring housing and by straight pin to be fixed, described spring housing bottom is fixed on the web joint, and described web joint end face is close to presser feet and is connected by attachment screw.
3. full-automatic geosynthetics thickness measuring instrument according to claim 1, it is characterized in that: described thickness measuring unit comprises dial indicators rack, digital display dial gauge, traversing carriage, set screw, regulate stage clip and nut, described digital display dial gauge is fixed on the dial indicators rack, described dial indicators rack is fixed on the base, the measuring junction of described digital display dial gauge withstands on the end face of nut, described nut bottom surface is connected with the set screw upper end, described adjusting compression spring sleeve is connected on the set screw, described set screw is passed the traversing carriage plane and is fixed in traversing carriage one end, and the described traversing carriage other end is fixed on the spring housing.
4. full-automatic geosynthetics thickness measuring instrument according to claim 1, it is characterized in that: described test platform comprises test benchmark plate, bearing pin and double-row radial ball bearing, described double-row radial ball bearing is fixed on the portal frame base plate, and described bearing pin passes double-row radial ball bearing and is connected with the test benchmark plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200440041U CN202033001U (en) | 2011-02-22 | 2011-02-22 | Thickness measuring instrument for full-automatic geosynthetic material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200440041U CN202033001U (en) | 2011-02-22 | 2011-02-22 | Thickness measuring instrument for full-automatic geosynthetic material |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202033001U true CN202033001U (en) | 2011-11-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011200440041U Expired - Fee Related CN202033001U (en) | 2011-02-22 | 2011-02-22 | Thickness measuring instrument for full-automatic geosynthetic material |
Country Status (1)
| Country | Link |
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| CN (1) | CN202033001U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102175132A (en) * | 2011-02-22 | 2011-09-07 | 南通宏大实验仪器有限公司 | Full-automatic thickness tester for geo-technical synthetic material |
| CN105333850A (en) * | 2015-11-13 | 2016-02-17 | 杭州锐冠科技有限公司 | Device for automatically detecting thickness of workpiece |
| CN105784716A (en) * | 2016-04-25 | 2016-07-20 | 苏州玖典智能科技有限公司 | Quality testing system for friction discs |
-
2011
- 2011-02-22 CN CN2011200440041U patent/CN202033001U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102175132A (en) * | 2011-02-22 | 2011-09-07 | 南通宏大实验仪器有限公司 | Full-automatic thickness tester for geo-technical synthetic material |
| CN102175132B (en) * | 2011-02-22 | 2012-11-14 | 南通宏大实验仪器有限公司 | Full-automatic thickness tester for geo-technical synthetic material |
| CN105333850A (en) * | 2015-11-13 | 2016-02-17 | 杭州锐冠科技有限公司 | Device for automatically detecting thickness of workpiece |
| CN105784716A (en) * | 2016-04-25 | 2016-07-20 | 苏州玖典智能科技有限公司 | Quality testing system for friction discs |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20111109 Termination date: 20140222 |