CN101539567A - Full-automatic petroleum asphalt penetration measuring instrument - Google Patents
Full-automatic petroleum asphalt penetration measuring instrument Download PDFInfo
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- CN101539567A CN101539567A CN 200910030528 CN200910030528A CN101539567A CN 101539567 A CN101539567 A CN 101539567A CN 200910030528 CN200910030528 CN 200910030528 CN 200910030528 A CN200910030528 A CN 200910030528A CN 101539567 A CN101539567 A CN 101539567A
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- measuring head
- outer cover
- lifting mechanism
- petroleum asphalt
- slide bar
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- A Measuring Device Byusing Mechanical Method (AREA)
Abstract
The invention relates to an automatic petroleum asphalt penetration measuring instrument mainly comprising a measuring head lifting mechanism, a measuring head device and a housing for the entire instrument. The measuring head device and the measuring head lifting mechanism are connected through a measuring head connection plate; the measuring head lifting mechanism comprises a linear guide rail, a U-shaped upright post, a ball screw, a stepping motor, the measuring head connection plate, and the like; the measuring head device comprises a displacement sensor, a sensor holder, a cradle box, a slide bar, a compression spring, an electric magnet, a needle clamp, balance weights and the like; and the housing for the entire instrument comprises an upright post casing, a measuring head casing, a bottom seat casing, a front operation panel, an upper table surface, and the like. The invention has simple, compact and reasonable structure, is conveniently operated, and can shorten the time of needle replacement and improve the accuracy of measurement data.
Description
Technical field
The present invention relates to a kind of full-automatic petroleum asphalt penetration measuring instrument, specifically be applied to fields such as building, traffic, especially high-grade highway is higher to the quality requirements of petroleum bitumen, with the on-site measurement instrument as construction enterprises, also can be applicable to the calibrating of supervision department.
Background technology
At present, the existing penetrometer of petroleum asphalt in market mainly is to adopt digimatic micrometer to carry out the reading and the measurement of pen., and the lifting of digimatic micrometer is that the pinion and rack that adopts is finished.Owing to be that the digimatic micrometer that adopts carries out the reading and the measurement of pen., thereby its measurement result has bigger artifical influence factor, and its measurement data is not easy to follow-up preservation and processing simultaneously; The lifting of digimatic micrometer is that the pinion and rack that adopts is finished, and the measurement of national Specification petroleum asphalt penetration must be to be duplicate measurements three times under 25 ℃ situation in temperature, at every turn the canonical measure pin that all must more renew.Owing to be to adopt the artificial swing pinion of operator to drive the lifting that digimatic micrometer is finished in the tooth bar lifting, thereby realize changing the operation of canonical measure pin.Like this because handling time is at interval longer, thereby influence the accuracy of measurement result, operate also more loaded down with trivial details simultaneously.
Summary of the invention
The objective of the invention is to overcome above-mentioned weak point, thereby provide a kind of easy to operate, change the shortening of pin time, can improve the full-automatic petroleum asphalt penetration measuring instrument of measurement data accuracy.
According to technical scheme provided by the invention, full-automatic petroleum asphalt penetration measuring instrument comprises outer cover three parts of measuring head, elevating mechanism, whole instrument.The measuring head device is connected by the measuring head web joint with measuring head lifting mechanism.
The outer cover of described whole instrument adopts the column outer cover to be fixed on the U type column by pad, fixation measuring head outer cover on the punch block case, the base outer cover is fixed on the flat base, on flat base and panel lead-in fixing before guidance panel, upper table surface by bolted on the lower bearing end casing.
Described measuring head lifting mechanism adopts line slideway to be fixed on the U type column, the upper end of U type column is by bolted top bearing cover plate, lower bearing end casing one end is fastened on the U type column, the other end is supported on the flat base by the end casing support column, ball-screw is contained on the U type column, stepper motor links to each other with ball-screw by shaft joint, stepper motor is fixed on the motor fixing plate, motor fixing plate vertically is fastened on the lower bearing end casing by four motor support columns, and the measuring head web joint is connected on leading screw flange and the guide rail slide block by bolted.
Described measuring head device adopts in the displacement transducer sensor installation device seat, sensor device seat is installed in the top of punch block case, the slip of displacement transducer is by being assemblied in last copper sheathing in the punch block case and following copper sheathing as guiding, slide bar is contained in the hole of punch block case, compression spring is contained in the centre of slide bar and punch block case, and the other end of slide bar is equipped with locating piece, electromagnet by bolted in the punch block case, suit counterweight counterweight on the needle holder, both are by on the slide bar that is threaded in displacement transducer.
Compared with the prior art the present invention has the following advantages:
The present invention is simple, compact and reasonable for structure; Measuring head lifting mechanism: in this product, measuring head lifting mechanism adopts, and to be stepper motor drive the ball-screw of little helical pitch by shaft joint, driven the rising and the decline of measuring head by the measuring head web joint by ball-screw.Because the adjustable-speed of stepper motor, therefore measuring changing in the pin process after finishing each time, can adopt higher speed that measuring head is risen fast and descend; And, can switch by guidance panel during near the pitch liquid level at surveyingpin, the speed of stepper motor is reduced, thereby make the measuring head fine motion, convenient pin is operated.Change the shortening of pin time, and can improve the measurement data accuracy.In this product, owing to adopted and in surveying instrument, be extensive use of the value that displacement transducer comes the surveyingpin in-degree, the shortcoming of in measuring process, just having avoided digimatic micrometer to measure like this, simultaneously because the output signal of displacement transducer can adopt computing machine to handle and manage, thereby made things convenient for the follow-up management (as: filing and inquiry) of measurement data, the mistake of having avoided manual record and input to produce.
Description of drawings
Fig. 1 is a structural representation of the present invention.
Embodiment
Embodiment during following the present invention incites somebody to action in conjunction with the accompanying drawings is further described:
As shown in Figure 1, comprising: U type column 1, flat base 2, stepper motor 3, motor fixing plate 4, motor support column 5, base outer cover 6, shaft joint 7, lower bearing 8, lower bearing end casing 9, pad 10, line slideway 11, ball-screw 12, measuring head web joint 13, column outer cover 14, top bearing cover plate 15, head bearing 16, measuring head outer cover 17, displacement transducer 18, sensor device seat 19, punch block case 20, last copper sheathing 21, spline pin 22, following copper sheathing 23, counterweight counterweight 24, needle holder 25, slide bar 26, compression spring 27, locating piece 28, electromagnet 29, upper table surface 30, panel lead-in 31, guidance panel 32, four footing 33, end casing support column 34 etc.
The present invention is made up of outer cover three parts of measuring head lifting mechanism, measuring head device, whole instrument.Measuring head device and measuring head lifting mechanism link together by measuring head web joint 13.
The outer cover of described whole instrument adopts column outer cover 14 to be fixed on the U type column 1 by pad 10, fixation measuring head outer cover 17 on punch block case 20, base outer cover 6 is fixed on the flat base 2, on flat base 2 and panel lead-in 31 fixing before guidance panel 32, upper table surface 30 by bolted on lower bearing end casing 9.Four footing 33 are fixed on the flat base 2.
The assembling of described measuring head lifting mechanism: U type column 1 and flat base 2 are connected by bolted, line slideway 11 is fixed on the U type column 1, the upper end of U type column 1 is by bolted top bearing cover plate 15, lower bearing end casing 9 one ends are fastened on the U type column 1, the other end is supported on the flat base 2 by end casing support column 34, ball-screw 12 is assemblied on the U type column 1 by the end casing that head bearing 16 and lower bearing 8 reach separately, stepper motor 3 links to each other with ball-screw by shaft joint 7, stepper motor 3 is fixed on the motor fixing plate 4, motor fixing plate 4 vertically is fastened on the lower bearing end casing 9 by four motor support columns 5, and measuring head web joint 13 is connected on leading screw flange and the guide rail slide block by bolted.
The assembling of described measuring head device: in the displacement transducer 18 sensor installation device seats 19, sensor device seat 19 is installed in the top of punch block case 20, the slip of displacement transducer is by the last copper sheathing 21 and the following copper sheathing 23 conduct guiding that are assemblied in the punch block case 20, slide bar 26 is assemblied in the hole of punch block case 20, one end assembling spline pin 22, compression spring 27 is assemblied in the centre of slide bar 26 and punch block case 20, the other end of slide bar 26 is equipped with locating piece 28, electromagnet assembly 29 by bolted in punch block case 20, suit counterweight counterweight 24 on the needle holder 25, both are by on the slide bar that is threaded in displacement transducer 18.
The course of work of the present invention and principle of work:
At first adjust the instrument footing, guarantee that instrument is in horizontality.Energized, start stepper motor, make it be in the fast rise state, stepper motor drives the ball-screw of little helical pitch by shaft joint, drive the measuring head web joint by the leading screw flange, the measuring head web joint drives the measuring head assembly that displacement transducer is housed again, makes measuring head be climbed to suitable height, changes new pen. canonical measure pin; After changing pin, start to fall soon to pacify and turn round,, realize the quick decline of measuring head by the step motor drive ball-screw; When surveyingpin during near the pitch liquid level, start the peace that edges down and turn round, by electric machine speed regulation, measuring head is descended with speed slowly, just touch the pitch liquid level up to surveyingpin, cut off the power supply of stepper motor this moment, prepare acupuncture treatment and measure.The rising of measuring head and decline process all are to carry out under the guiding of line slideway, to guarantee that motion steadily.Connect electromagnet again, slide bar in the punch block case is adsorbed on the electromagnet, thereby unclamp the gauge head of displacement transducer, make its vertical movement under certain counterweight, tripping magnet power supply after 5 seconds unclamps the slide bar in the punch block case, makes the gauge head of slide bar jam sensor under the effect of compression spring, by displacement transducer carry-out bit shifting signal, after handling, output obtains the measured value of pen..
Claims (4)
1, a kind of full-automatic petroleum asphalt penetration measuring instrument, the outer cover that comprises whole instrument, it is characterized in that: comprise outer cover three parts of measuring head lifting mechanism, measuring head device, whole instrument, described measuring head is connected by measuring head web joint (13) with measuring head lifting mechanism.
2, full-automatic petroleum asphalt penetration measuring instrument according to claim 1, it is characterized in that described measuring head lifting mechanism adopts line slideway (11) to be fixed on the U type column (1), the fastening top bearing cover plate in the upper end of U type column (1) (15), lower bearing end casing (9) one ends are fastened on the U type column (1), the other end is supported on the flat base (2) by end casing support column (34), ball-screw (12) is contained on the U type column (1), stepper motor (3) links to each other with ball-screw by shaft joint (7), stepper motor (3) is fixed on the motor fixing plate (4), motor fixing plate (4) vertically is fastened on the lower bearing end casing (9) by four motor support columns (5), and measuring head web joint (13) is fastenedly connected on leading screw flange and guide rail slide block.
3, full-automatic petroleum asphalt penetration measuring instrument according to claim 1, it is characterized in that described measuring head device adopts in displacement transducer (18) the sensor installation device seat (19), sensor device seat (19) is installed in the top of punch block case (20), slide bar (26) is contained in the hole of punch block case (20), compression spring (27) is contained in the centre of slide bar (26) and punch block case (20), the other end of slide bar (26) is equipped with locating piece (28), electromagnet (29) by bolted in punch block case (20), needle holder (25) is gone up suit counterweight counterweight (24), and both are by on the slide bar that is threaded in displacement transducer (18).
4, full-automatic petroleum asphalt penetration measuring instrument according to claim 1, the outer cover that it is characterized in that described whole instrument adopts column outer cover (14) to be fixed on the U type column (1) by pad (10), go up fixation measuring head outer cover (17) at punch block case (20), base outer cover (6) is fixed on the flat base (2), guidance panel (32) before fixing on flat base (2) and panel lead-in (31), upper table surface (30) is fastened on the lower bearing end casing (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200910030528 CN101539567B (en) | 2009-04-14 | 2009-04-14 | Full-automatic petroleum asphalt penetration measuring instrument |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200910030528 CN101539567B (en) | 2009-04-14 | 2009-04-14 | Full-automatic petroleum asphalt penetration measuring instrument |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101539567A true CN101539567A (en) | 2009-09-23 |
| CN101539567B CN101539567B (en) | 2013-04-03 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200910030528 Expired - Fee Related CN101539567B (en) | 2009-04-14 | 2009-04-14 | Full-automatic petroleum asphalt penetration measuring instrument |
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| Country | Link |
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| CN (1) | CN101539567B (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102607998A (en) * | 2012-02-28 | 2012-07-25 | 南通市建筑科学研究院有限公司 | Factice construction degree and asphalt needle penetration computer comprehensive determinator |
| CN103439221A (en) * | 2013-07-17 | 2013-12-11 | 长安大学 | Asphalt penetrometer having standard needle with controllable dropping height |
| CN103487079A (en) * | 2013-09-29 | 2014-01-01 | 苏州天准精密技术有限公司 | Instrument counterweight mechanism based on elastic materials |
| CN104165824A (en) * | 2014-07-07 | 2014-11-26 | 天津市天大天发科技有限公司 | Automatic penetration tester |
| CN107966385A (en) * | 2017-11-21 | 2018-04-27 | 卢锦福 | A kind of full-automatic petroleum asphalt penetration measuring instrument |
| CN107991158A (en) * | 2018-01-29 | 2018-05-04 | 山东交通学院 | The asphalt marshall compaction instrument and test method of controllable compaction temperature |
| CN108344763A (en) * | 2018-02-23 | 2018-07-31 | 重庆工程职业技术学院 | A kind of unilateral Nuclear Magnetic Resonance Measurement instrument tutoring system |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN87208346U (en) * | 1987-05-21 | 1987-12-31 | 广东省交通科学研究所 | Optoelectronic pitch penetrometer for asphalt |
| CN201434866Y (en) * | 2009-04-14 | 2010-03-31 | 江南大学 | Fully-automatic petroleum asphalt penetration measuring instrument |
-
2009
- 2009-04-14 CN CN 200910030528 patent/CN101539567B/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102607998A (en) * | 2012-02-28 | 2012-07-25 | 南通市建筑科学研究院有限公司 | Factice construction degree and asphalt needle penetration computer comprehensive determinator |
| CN103439221A (en) * | 2013-07-17 | 2013-12-11 | 长安大学 | Asphalt penetrometer having standard needle with controllable dropping height |
| CN103487079A (en) * | 2013-09-29 | 2014-01-01 | 苏州天准精密技术有限公司 | Instrument counterweight mechanism based on elastic materials |
| CN103487079B (en) * | 2013-09-29 | 2016-02-03 | 苏州天准科技股份有限公司 | A kind of instrument counterweight mechanism based on resilient material |
| CN104165824A (en) * | 2014-07-07 | 2014-11-26 | 天津市天大天发科技有限公司 | Automatic penetration tester |
| CN107966385A (en) * | 2017-11-21 | 2018-04-27 | 卢锦福 | A kind of full-automatic petroleum asphalt penetration measuring instrument |
| CN107991158A (en) * | 2018-01-29 | 2018-05-04 | 山东交通学院 | The asphalt marshall compaction instrument and test method of controllable compaction temperature |
| CN107991158B (en) * | 2018-01-29 | 2021-11-12 | 山东交通学院 | Bituminous mixture Marshall compaction instrument capable of controlling compaction temperature and test method |
| CN108344763A (en) * | 2018-02-23 | 2018-07-31 | 重庆工程职业技术学院 | A kind of unilateral Nuclear Magnetic Resonance Measurement instrument tutoring system |
| CN108344763B (en) * | 2018-02-23 | 2024-02-27 | 重庆工程职业技术学院 | Unilateral nuclear magnetic resonance measuring instrument teaching system |
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| Publication number | Publication date |
|---|---|
| CN101539567B (en) | 2013-04-03 |
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