CN104099856A - Asphalt pavement crack pouring fullness detection device - Google Patents
Asphalt pavement crack pouring fullness detection device Download PDFInfo
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- CN104099856A CN104099856A CN201310112984.8A CN201310112984A CN104099856A CN 104099856 A CN104099856 A CN 104099856A CN 201310112984 A CN201310112984 A CN 201310112984A CN 104099856 A CN104099856 A CN 104099856A
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- cross beam
- fixed
- asphalt pavement
- pavement crack
- guide rod
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Abstract
Relating to a highway asphalt pavement maintenance quality detection device, the invention discloses an asphalt pavement crack pouring fullness detection device, which is characterized by comprising an electronic dial gauge (1), a fixed cross beam (2), a movable cross beam (3), round guide bars (4), bases (5), and a fixation screw (6). The electronic dial gauge (1) is fixed on the fixed cross beam (2), the fixed cross beam (2) is in fixed connection with the round guide bars (4), the movable cross beam (3) slides up and down through the round guide bars (4), the bases (5) are in fixed connection with the round guide bars (4), and the fixation screw (6) plays a fixation role when the movable cross beam (3) needs fixation. Currently, asphalt pavement crack pouring fullness detection lacks special detection device or equipment, and the device provided by the invention has the characteristics of simple structure, convenient operation, and accurate reading.
Description
Technical field
The present invention relates to a kind of asphalt highway maintenance quality detection type device.
Technical background
At present, asphalt pavement crack has a kind of method that adopts the casting glue cementation of fissures in repairing, but the plumpness evaluation after the cementation of fissures is only rested on to qualitative aspect, requires the cementation of fissures full.Along with China's flexible pavement enters the large area maintenance stage, for filling cut of asphaltum road surface plumpness, evaluation only adopts qualitative description can not meet high-level quality requirement, also cannot be to asphalt pavement crack sealing quality management standardization.Therefore, study a kind of device that detects asphalt pavement crack sealing plumpness necessary, utilize this device, can detect asphalt pavement crack sealing and exceed the height on former road surface, detect thereby play the object of evaluating plumpness.
Summary of the invention
Existing asphalt pavement crack sealing plumpness detects without special detection device or equipment, the object of the present invention is to provide one, the asphalt pavement crack sealing plumpness checkout gear of simple in structure, easy to operate, accuracy of reading.
For achieving the above object, technical scheme of the present invention is: a kind of asphalt pavement crack sealing plumpness checkout gear, is characterized in that it comprises electronic centigrade scale, fixed cross beam, moved cross beam, circular guide rod, base, fixed screw; Electronic centigrade scale is fixed on fixed cross beam, and fixed cross beam and circular guide rod are fixedly linked, and the circular guide rod of moved cross beam utilization slides up and down, and base and circular guide rod are fixedly linked, and fixed screw plays fixation in the time that moved cross beam need to be fixed.
The present invention adopts said structure, simple in structure, easy to operate.
Brief description of the drawings
Fig. 1 is structural representation of the present invention;
Fig. 2 is the top view of Fig. 1;
Fig. 3 is the I-I sectional drawing of Fig. 1;
Fig. 4 is the II-II sectional drawing of Fig. 1;
In figure: 1-electronic centigrade scale, 2-fixed cross beam, 3-moved cross beam, the circular guide rod of 4-, 5-base, 6-fixed screw.
Detailed description of the invention
As shown in Figure 1, a kind of asphalt pavement crack sealing plumpness checkout gear, it comprises electronic centigrade scale (1), fixed cross beam (2), moved cross beam (3), circular guide rod (4), base (5), fixed screw (6); Electronic centigrade scale (1) is fixed on fixed cross beam (2), fixed cross beam (2) is fixedly linked with circular guide rod (4), moved cross beam (3) utilizes circular guide rod (4) to slide up and down, base (5) is fixedly linked with circular guide rod (4), and fixed screw (6) plays fixation in the time that moved cross beam (3) need to be fixed.
As shown in Figure 2, described electronic centigrade scale (1) is fixed in the middle of fixed cross beam (2), the activity displacement analyzing rod of electronic centigrade scale (1) is in fixed cross beam (2) below, and fixed cross beam (2) is fixedly linked with circular guide rod (4).
As shown in Figure 3, described base (5) is fixedly linked with circular guide rod (4).
As shown in Figure 4, described base (5) is fixedly linked with circular guide rod (4), fixed cross beam (2) is fixedly linked with circular guide rod (4), moved cross beam (3) adopts hollow out cross section, utilizes circular guide rod (4) to slide up and down.
The course of work: 1, the location position of electronic centigrade scale (1).Described device is placed on horizontal plane, move down moved cross beam (3), until moved cross beam (3) bottom surface touches horizontal plane, and guarantee activity displacement analyzing rod and moved cross beam (3) the end face close contact of electronic centigrade scale (1), then by " making zero " button of electronic centigrade scale (1), complete the location position of electronic centigrade scale (1).
2, asphalt pavement crack sealing plumpness detects.Place described device at filling cut of asphaltum road surface place, make the cementation of fissures roughly be positioned at the centre position between base (5), move down moved cross beam (3), until moved cross beam (3) bottom surface touches the top of cementation of fissures raised face, and guarantee activity displacement analyzing rod and moved cross beam (3) the end face close contact of electronic centigrade scale (1), then the reading of read electric dial gage (1), is asphalt pavement crack sealing and exceeds former road surface size.
3, detect the disposal that finishes rear described device.After the reading of described electronic centigrade scale (1) finishes, moved cross beam (3) is upwards mentioned until electronic centigrade scale (1) range, turn off electronic centigrade scale (1), fixed screw (6) is tightened, finally described device is kept well.
Claims (2)
1. an asphalt pavement crack sealing plumpness checkout gear, is characterized in that it comprises electronic centigrade scale (1), fixed cross beam (2), moved cross beam (3), circular guide rod (4), base (5), fixed screw (6).
2. a kind of asphalt pavement crack sealing plumpness checkout gear according to claim 1, it is characterized in that: described electronic centigrade scale (1) is fixed in the middle of fixed cross beam (2), fixed cross beam (2) is fixedly linked with circular guide rod (4), moved cross beam (3) adopts hollow out cross section to utilize circular guide rod (4) to slide up and down, base (5) is fixedly linked with circular guide rod (4), and fixed screw (6) plays fixation in the time that moved cross beam (3) need to be fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310112984.8A CN104099856A (en) | 2013-04-03 | 2013-04-03 | Asphalt pavement crack pouring fullness detection device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310112984.8A CN104099856A (en) | 2013-04-03 | 2013-04-03 | Asphalt pavement crack pouring fullness detection device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104099856A true CN104099856A (en) | 2014-10-15 |
Family
ID=51668374
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310112984.8A Pending CN104099856A (en) | 2013-04-03 | 2013-04-03 | Asphalt pavement crack pouring fullness detection device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104099856A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104863039A (en) * | 2015-05-15 | 2015-08-26 | 长安大学 | Vehicle-mounted asphalt pavement rut detection device |
| CN112761368A (en) * | 2020-12-11 | 2021-05-07 | 中国建筑第五工程局有限公司 | High water permeability geological basement crack detection device |
| CN114923425A (en) * | 2022-05-10 | 2022-08-19 | 哈尔滨工业大学 | Sealing layer thickness detection device and detection method after asphalt pavement crack treatment |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0340773U (en) * | 1989-08-31 | 1991-04-18 | ||
| CN2091309U (en) * | 1991-03-20 | 1991-12-25 | 广西壮族自治区交通科学研究所 | Pavement bending instrument with microcomputer |
| CN2108271U (en) * | 1991-10-20 | 1992-06-24 | 山东省枣庄市公路管理段工程处 | Crown measuring frame |
| JPH09119110A (en) * | 1995-10-24 | 1997-05-06 | Seiki Tokyu Kogyo Kk | Field water permeability test method for water permeable pavement and tester thereof |
| JP3040773U (en) * | 1997-02-21 | 1997-08-26 | 福田道路株式会社 | Thickness meter for asphalt core or concrete core |
| CN101457511A (en) * | 2008-12-17 | 2009-06-17 | 朱建新 | Reticule thickness measuring instrument |
| CN203238524U (en) * | 2013-04-03 | 2013-10-16 | 赵伟强 | Detection device for plumpness of cracks and pouring cracks of asphalt pavement |
-
2013
- 2013-04-03 CN CN201310112984.8A patent/CN104099856A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0340773U (en) * | 1989-08-31 | 1991-04-18 | ||
| CN2091309U (en) * | 1991-03-20 | 1991-12-25 | 广西壮族自治区交通科学研究所 | Pavement bending instrument with microcomputer |
| CN2108271U (en) * | 1991-10-20 | 1992-06-24 | 山东省枣庄市公路管理段工程处 | Crown measuring frame |
| JPH09119110A (en) * | 1995-10-24 | 1997-05-06 | Seiki Tokyu Kogyo Kk | Field water permeability test method for water permeable pavement and tester thereof |
| JP3040773U (en) * | 1997-02-21 | 1997-08-26 | 福田道路株式会社 | Thickness meter for asphalt core or concrete core |
| CN101457511A (en) * | 2008-12-17 | 2009-06-17 | 朱建新 | Reticule thickness measuring instrument |
| CN203238524U (en) * | 2013-04-03 | 2013-10-16 | 赵伟强 | Detection device for plumpness of cracks and pouring cracks of asphalt pavement |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104863039A (en) * | 2015-05-15 | 2015-08-26 | 长安大学 | Vehicle-mounted asphalt pavement rut detection device |
| CN104863039B (en) * | 2015-05-15 | 2017-02-01 | 长安大学 | Vehicle-mounted asphalt pavement rut detection device |
| CN112761368A (en) * | 2020-12-11 | 2021-05-07 | 中国建筑第五工程局有限公司 | High water permeability geological basement crack detection device |
| CN114923425A (en) * | 2022-05-10 | 2022-08-19 | 哈尔滨工业大学 | Sealing layer thickness detection device and detection method after asphalt pavement crack treatment |
| CN114923425B (en) * | 2022-05-10 | 2024-06-14 | 哈尔滨工业大学 | Device and method for detecting sealing layer thickness after asphalt pavement crack treatment |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20141015 |