CN204988883U - Bituminous mixture wheel tracking test device - Google Patents
Bituminous mixture wheel tracking test device Download PDFInfo
- Publication number
- CN204988883U CN204988883U CN201520674786.5U CN201520674786U CN204988883U CN 204988883 U CN204988883 U CN 204988883U CN 201520674786 U CN201520674786 U CN 201520674786U CN 204988883 U CN204988883 U CN 204988883U
- Authority
- CN
- China
- Prior art keywords
- die trial
- test
- horizontal
- test device
- examination
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000012360 testing method Methods 0.000 title claims abstract description 100
- 239000000203 mixture Substances 0.000 title claims abstract description 28
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 32
- 239000010426 asphalt Substances 0.000 claims description 24
- 238000006073 displacement reaction Methods 0.000 claims description 23
- 230000033001 locomotion Effects 0.000 claims description 8
- 230000000694 effects Effects 0.000 claims description 7
- 239000007788 liquid Substances 0.000 claims description 4
- 238000004088 simulation Methods 0.000 abstract description 4
- 239000000463 material Substances 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 4
- 238000002474 experimental method Methods 0.000 description 3
- 239000010410 layer Substances 0.000 description 2
- 238000011160 research Methods 0.000 description 2
- 238000003556 assay Methods 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000002355 dual-layer Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011156 evaluation Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 238000009490 roller compaction Methods 0.000 description 1
Landscapes
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
The utility model relates to a bituminous mixture wheel tracking test device, belong to engineering materials test equipment field, the examination mould of this design tries the mould for the combination, by the bottom plate, upper strata examination template and lower floor's examination template are respectively through screw rod and stop nut link group, the test piece setting is central at the mesa of test bench in combination examination mould and the mould, the outside of trying the examination template both ends of mould in the combination sets up the height respectively, low dog, horizontal application of force ware passes this high dog and corresponds the contact with the setting at this pressure sensor who serves layer examination template, apply horizontal external force to this end examination template, low dog prevents to hold lower floor's examination template to remove, relieve the stop nut of combination examination mould, upper and lower layer examination mould can produce the relative slip under horizontal exogenic action, and this design receives vertical pressure, horizontal exogenic action through the test piece simulation to and water condition is to the influence of rut, appraises bituminous paving's performance, quality more truly, comprehensively, provides better test device for the durability that improves the mixed road surface of pitch.
Description
Technical field
A kind of asphalt mixture in track test device of the utility model, belongs to engineering material test checkout equipment field.
Background technology
Rut is a kind of main damage form of bituminous pavement, and its main cause is under the weather conditions such as high temperature, vehicular load repeated action and the permanent deformation that formed.China is mainly through the anti-rut behavior of indoor rut test evaluation asphalt, " highway engineering pitch and Asphalt Mixture Experiment code " (JTGE20-2011) defines the method for asphalt mixture in track test, its principle is walked on road surface by vehicle tracking test instrument simulation actual wheel load and forms the process of rut, thus the anti-rut behavior of inspection asphalt.
In code, vehicle tracking test instrument mainly contains following components composition: the part such as specimen stage, experimental wheel, charger, die trial, test piece deformation measurement mechanism, temperature-detecting device, constant temperature enclosure composition, it loads wheel and under uniform temperature condition, repeatedly rolls test specimen with certain load, speed, by the development of Continuous Observation roller compaction process rut, obtain the distortion of 45min and 60min, by regulation formulae discovery dynamic stability, in order to evaluate the anti-rut behavior of asphalt.Its advantage is the compaction simulating tire road pavement under megathermal climate condition preferably, its loading form is vertical load, shortcoming is the effect that have ignored horizontal force road pavement, research shows, the horizontal force that carload produces when startup, braking is equivalent to 0.7 ~ 0.8 of vertical load, and therefore horizontal force is can not be unheeded.
Domestic Scientific Research mechanism and manufacturer all attempt to improve vehicle tracking test instrument.Foochow virtue test apparatus company limited discloses a kind of multifunctional track tester (application number: 201310206362.6), the integrated environments such as simulated solar irradiation, rainwater, oxygen concentration are on the impact of wheel tracking test, and Chang An University discloses the vehicle tracking test instrument (application number: 201320129629.7) that a kind of analog-driven takes turns true walking states.From disclosed data, current vehicle tracking test instrument still have ignored the impact of horizontal shear force on wheel tracking test result, and the rut mainly detrusion of generally acknowledging both at home and abroad, this causes existing vehicle tracking test instrument can not truly reflect asphalt mixture anti-rutting performance.
Utility model content
The utility model object is to provide a kind of asphalt mixture in track test device, while the vertical pressure giving test unit experimental wheel balance weight body, give its horizontal shear force, make it more close to wheel actual operating mode cause asphaltic road-mix surface course displacement deformation and the rut formed; In addition, simulated roadway water condition factorial experiments condition is gone back, for thoroughly evaluating asphalt mixture anti-rutting performance provides excellent test unit more.
Technical solutions of the utility model are as follows
A kind of asphalt mixture in track test device of the utility model, comprises constant temperature oven, loads wheel carrier, bracing frame, testing table, die trial, test specimen, experimental wheel, displacement transducer, pressure transducer, rutting deformation registering instrument, testing table is placed on constant temperature oven inner bottom part, loads wheel carrier and is provided with counterweight, displacement transducer and slide block, on loading wheel carrier is set a roof beam in place by the level that the sliding accessory of its slide block is connected on bracing frame, and be connected with the output terminal of motor-driven toggle by this slide block; Experimental wheel is connected to and loads wheel carrier lower end; In die trial and mould thereof, test specimen is arranged on the table top central authorities of testing table, described die trial is combination die trial, connected to form respectively by screw rod and stop nut by base plate, upper strata die trial plate and lower floor's die trial plate, at the high block of arranged outside one of die trial plate one end of combination die trial, horizontal applicator contacts with the pressure transducer being arranged on this end upper strata die trial plate is corresponding through this high block, horizontal external is applied to this end die trial plate by horizontal applicator, in the outside of the other end of the die trial plate of combination die trial, low block is housed, tries template movement to prevent this end lower floor; Remove the stop nut of combination die trial, upper and lower layer die trial can produce relative sliding under horizontal external effect, drive by motor-driven toggle, loading wheel carrier carries the surface of test piece of experimental wheel in combination die trial and does reciprocating linear motion, and the displacement deformation that test specimen produces because of vertical pressure and horizontal external is fed back to rutting deformation registering instrument by displacement transducer.
The described axis of horizontal applicator and the dead in line of pressure transducer.
Described horizontal applicator is handle bolt, and this handle bolt is threaded with the internal thread through hole of high block, by precession or the back-out of control crank adjusting bolt, can apply or unloading horizontal external to pressure transducer.
The height of the low block outside die trial plate one end of described combination die trial is identical with the height of lower floor's die trial.
Described testing table outer corresponding suit test for added water groove, this test for added water groove is provided with liquid level scale, by the water inlet that is communicated with outward with constant temperature oven and water delivering orifice, controls the height of water level of test for added water groove, can simulate asphaltic road-mix surface course water condition condition.
Described loading wheel carrier is made up of upper, middle and lower frame, is provided with to load between balance weight body, added and middle frame displacement transducer is housed on added top, and middle frame bottom surface connection sliding block, undercarriage lower end is connected with experimental wheel.
The loading balance weight body of described loading wheel carrier, displacement transducer, slide block and experimental wheel geometric center are on same vertical line.
The utility model technological innovation is given prominence to, obvious technical effects:
1), have employed combined layering die trial, and can slip be produced between Dual-layer die trial, allow test specimen to produce detrusion when wheel tracking test.
2), utilize handle bolt to apply horizontal force, simple structure, and the size of construction level power, direction are controlled, can simulating vehicle starts preferably, braking produces horizontal shear force, conform to road surface actual forced status.
3), rut test piece is simultaneously by horizontal shear force and compressed stress effect, under equivalent assay conditions, the result that the more existing vehicle tracking test instrument of dynamic stability detects reduces greatly, under the condition that standard-required is consistent, simulation test closer to actual condition has been carried out to the anti-rut behavior of asphalt, therefore, be more conducive to true, the performance of thoroughly evaluating bituminous pavement, quality, for the permanance improving pitch mixing road surface provides more excellent test unit.
4) the utility model is by the test for added water groove that arranges outward at testing table, controlledly in test for added water groove adds water, and can simulate the water condition condition of asphaltic road-mix surface course, can evaluate the anti-rut behavior of asphalt more comprehensively.
Accompanying drawing explanation
Fig. 1 the utility model vehicle tracking test instrument elevation drawing;
Fig. 2 the utility model vehicle tracking test instrument planimetric map;
Fig. 3 the utility model combination die trial schematic diagram
Embodiment
Embodiment of the present utility model is further illustrated below in conjunction with accompanying drawing:
A kind of asphalt mixture in track test device of the utility model, comprise constant temperature oven, load wheel carrier, bracing frame, testing table, die trial, test specimen, experimental wheel, displacement transducer, pressure transducer, rutting deformation registering instrument, testing table 1 is placed on constant temperature oven X inner bottom part, loads wheel carrier 4 and is provided with counterweight P, displacement transducer W and slide block 4-1, loading wheel carrier 4 sets a roof beam in place on 5 by the level that the sliding accessory of its slide block 4-1 is connected on bracing frame, and is connected with the output terminal of motor-driven toggle 7 by this slide block 4-1; Experimental wheel 6 is connected to and loads wheel carrier 4 lower end; Feature is: described die trial is combination die trial, its base plate 2-3, upper strata die trial plate 2-1 and lower floor die trial plate 2-2 connect to form respectively by vertical, transverse screw and stop nut M-1, M-2, and in combination die trial 2 and mould thereof, test specimen 3 is arranged on the table top central authorities of testing table 1; At the high block K-2 of arranged outside one of die trial plate one end of combination die trial, horizontal applicator 8 contacts with the pressure transducer Y being arranged on this end upper strata die trial plate 2-1 is corresponding through this high block K-2, applied or unloading horizontal external to this end die trial plate by horizontal applicator, in the outside of the other end of the die trial plate of combination die trial near low block K-1 is housed, try template movement to prevent this end lower floor; Remove stop nut M-1, M-2 of combination die trial, upper and lower layer die trial plate 2-1,2-2 can produce relative sliding under horizontal external effect; The slide block 4-1 loading wheel carrier 4 drives by motor-driven toggle 7, carry and load wheel carrier 4 and to set a roof beam in place 5 slips along the level of bracing frame, order about test specimen 3 surface of experimental wheel 6 in combination die trial 2 to do reciprocating linear motion in a direction indicated by the arrow, and the displacement deformation that test specimen 3 produces because of counterweight vertical pressure and horizontal external is fed back to rutting deformation registering instrument by displacement transducer W, complete simulation wheel tracking test.
The axis of described horizontal applicator 8 and the dead in line of pressure transducer Y.
Described horizontal applicator 8 is handle bolt, and this handle bolt is threaded with the internal thread through hole of high block 2-1, by precession or the back-out of control crank adjusting bolt, can apply or unloading horizontal external to pressure transducer.
The height of the low block 2-1 outside die trial plate one end of described combination die trial is identical with the height of lower floor die trial plate 2-2.
Described testing table 6 outer corresponding suit test for added water groove, this test for added water groove is provided with liquid level scale, by the water inlet that is communicated with outward with constant temperature oven and water delivering orifice, controls the height of water level of test for added water groove, can simulate asphaltic road-mix surface course water condition condition.
Described loading wheel carrier 4 is made up of upper, middle and lower frame, is provided with to load between balance weight body P, added and middle frame displacement transducer W is housed on added top, and middle frame bottom surface connection sliding block 4-1, undercarriage lower end is connected with experimental wheel 6.
Loading balance weight body P, the displacement transducer W of described loading wheel carrier 4, slide block 4-1 and experimental wheel 6 geometric center are on same vertical line.
The associative operation of the utility model device is in the following example:
When adopting the utility model asphalt mixture in track test device to carry out asphalt mixture in track test detection, its test routine and test condition are all according to the regulation of " highway engineering pitch and Asphalt Mixture Experiment code " (JTGE20-2011).
1) test specimen 3 is placed on testing table 1 together with combination die trial 2, experimental wheel 6 correspondence is on test specimen 3 surface, experimental wheel 6 along bracing frame horizon bar 5 in the surperficial to-and-fro movement of test specimen 3, outside combination die trial one end die trial plate near low block K-1, can prevent die trial in process of the test from moving, at the arranged outside height block K-2 of its other end die trial plate, horizontal applicator through this high block K-2 is 8, what this example adopted is handle bolt, and the handle bolt front end through this high block K-2 contacts with the pressure transducer Y being arranged on this end upper former 2-1 geometric center is corresponding;
2) the vertical spacing nut M-1 of removal combination die trial 2 levels template, makes levels die trial plate remove spacing connection.
3) test for added water is prepared: if simulated roadway water condition is tested the while of setting, then add water to test for added water groove C by setting liquid level, otherwise, keep test for added water groove C dry;
4) by test setup pressure value, by rotary handle bolt, through pressure transducer Y, horizontal pressure force is applied to this end die trial plate; Because relieving the spacing attaching nut M-1 of levels die trial plate of combination die trial 2, therefore under the effect of lateral shear pressure, test specimen 3 will produce transversal displacement distortion;
5) on-test: by setting adjustment counterweight P, installation position displacement sensor W, open motor-driven toggle 7,6 to-and-fro movements are taken turns by its toggle motoring ring test, so test specimen 3 not only vertical deformation occurs, and produce transversal displacement distortion because of the releasing of the spacing connection of levels die trial plate of combination die trial; And feed back to rutting deformation registering instrument by displacement transducer W, complete test.
6) off-test: after completing above-mentioned steps, first release handle bolt, takes off pressure transducer Y, rises experimental wheel 6, then takes out combination die trial 2 and test specimen 3.
Claims (7)
1. an asphalt mixture in track test device, comprises constant temperature oven, loads wheel carrier, bracing frame, testing table, die trial, test specimen, experimental wheel, displacement transducer, pressure transducer, rutting deformation registering instrument, testing table is placed on constant temperature oven inner bottom part, loads wheel carrier and is provided with counterweight, displacement transducer and slide block, on loading wheel carrier is set a roof beam in place by the level that the sliding accessory of its slide block is connected on bracing frame, and be connected with the output terminal of motor-driven toggle by this slide block, experimental wheel is connected to and loads wheel carrier lower end, it is characterized in that, in die trial and mould thereof, test specimen is arranged on the table top central authorities of testing table, described die trial is combination die trial, by base plate, upper strata die trial plate and lower floor's die trial plate connect to form respectively by screw rod and stop nut, at the high block of arranged outside one of die trial plate one end of combination die trial, horizontal applicator contacts with the pressure transducer being arranged on this end upper strata die trial plate is corresponding through this high block, horizontal external is applied to this end die trial plate by horizontal applicator, in the outside of the other end of the die trial plate of combination die trial, low block is housed, template movement is tried to prevent this end lower floor, remove the stop nut of combination die trial, upper and lower layer die trial can produce relative sliding under horizontal external effect, drive by motor-driven toggle, loading wheel carrier carries the surface of test piece of experimental wheel in combination die trial and does reciprocating linear motion, and the displacement deformation that test specimen produces because of vertical pressure and horizontal external is fed back to rutting deformation registering instrument by displacement transducer.
2. a kind of asphalt mixture in track test device according to claim 1, is characterized in that, the axis of horizontal applicator and the dead in line of pressure transducer.
3. a kind of asphalt mixture in track test device according to claim 1, it is characterized in that, horizontal applicator is handle bolt, this handle bolt is threaded with the internal thread through hole of high block, by precession or the back-out of control crank adjusting bolt, can apply or unloading horizontal external to pressure transducer.
4. a kind of asphalt mixture in track test device according to claim 1, is characterized in that, the height of the low block outside die trial plate one end of combination die trial is identical with the height of lower floor die trial.
5. a kind of asphalt mixture in track test device according to claim 1, it is characterized in that, the outer corresponding suit test for added water groove of testing table, this test for added water groove is provided with liquid level scale, by the water inlet that is communicated with outward with constant temperature oven and water delivering orifice, control the height of water level of test for added water groove, asphaltic road-mix surface course water condition condition can be simulated.
6. a kind of asphalt mixture in track test device according to claim 1, it is characterized in that, load wheel carrier to be made up of upper, middle and lower frame, be provided with on added top to load between balance weight body, added and middle frame and displacement transducer is housed, middle frame bottom surface connection sliding block, undercarriage lower end is connected with experimental wheel.
7. a kind of asphalt mixture in track test device according to claim 1, is characterized in that, loads the loading balance weight body of wheel carrier, displacement transducer, slide block and experimental wheel geometric center on same vertical line.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520674786.5U CN204988883U (en) | 2015-09-01 | 2015-09-01 | Bituminous mixture wheel tracking test device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520674786.5U CN204988883U (en) | 2015-09-01 | 2015-09-01 | Bituminous mixture wheel tracking test device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204988883U true CN204988883U (en) | 2016-01-20 |
Family
ID=55123241
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520674786.5U Expired - Fee Related CN204988883U (en) | 2015-09-01 | 2015-09-01 | Bituminous mixture wheel tracking test device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204988883U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105136587A (en) * | 2015-09-01 | 2015-12-09 | 武汉路源工程质量检测有限公司 | Bituminous mixture rutting test device |
| CN106018145A (en) * | 2016-06-21 | 2016-10-12 | 长安大学 | Device for combined testing of wear resistance and load sand bonding property of sand-containing fog seal |
| CN107132137A (en) * | 2017-04-26 | 2017-09-05 | 长安大学 | A kind of asphalt constrains test specimen wheel tracking test device and method |
| CN107607429A (en) * | 2017-09-11 | 2018-01-19 | 南京林业大学 | The performance test methods and asphalt content of crushed stone sealing determine method |
| CN107860665A (en) * | 2017-10-30 | 2018-03-30 | 长沙理工大学 | A kind of method of testing of Rigid-flexible composite of the road structure rut |
| CN108120651A (en) * | 2017-12-07 | 2018-06-05 | 白山市公路工程试验检测中心 | Vehicle tracking test instrument automatic detection device and control method |
| CN112881217A (en) * | 2021-01-19 | 2021-06-01 | 东南大学 | Improved asphalt mixture rutting experimental device and experimental method |
| CN114383960A (en) * | 2022-01-20 | 2022-04-22 | 广西北投交通养护科技集团有限公司 | Asphalt mixture anti-rutting capability test device and use method thereof |
-
2015
- 2015-09-01 CN CN201520674786.5U patent/CN204988883U/en not_active Expired - Fee Related
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105136587A (en) * | 2015-09-01 | 2015-12-09 | 武汉路源工程质量检测有限公司 | Bituminous mixture rutting test device |
| CN106018145A (en) * | 2016-06-21 | 2016-10-12 | 长安大学 | Device for combined testing of wear resistance and load sand bonding property of sand-containing fog seal |
| CN106018145B (en) * | 2016-06-21 | 2019-02-15 | 长安大学 | A kind of sealing abrasion performance of mist containing sand and the simultaneous determination device of load scab |
| CN107132137A (en) * | 2017-04-26 | 2017-09-05 | 长安大学 | A kind of asphalt constrains test specimen wheel tracking test device and method |
| CN107132137B (en) * | 2017-04-26 | 2019-08-06 | 长安大学 | A kind of asphalt constraint test specimen wheel tracking test device and method |
| CN107607429A (en) * | 2017-09-11 | 2018-01-19 | 南京林业大学 | The performance test methods and asphalt content of crushed stone sealing determine method |
| CN107860665A (en) * | 2017-10-30 | 2018-03-30 | 长沙理工大学 | A kind of method of testing of Rigid-flexible composite of the road structure rut |
| CN107860665B (en) * | 2017-10-30 | 2020-04-14 | 长沙理工大学 | Testing method for rigid-flexible composite pavement structure track |
| CN108120651A (en) * | 2017-12-07 | 2018-06-05 | 白山市公路工程试验检测中心 | Vehicle tracking test instrument automatic detection device and control method |
| CN112881217A (en) * | 2021-01-19 | 2021-06-01 | 东南大学 | Improved asphalt mixture rutting experimental device and experimental method |
| CN114383960A (en) * | 2022-01-20 | 2022-04-22 | 广西北投交通养护科技集团有限公司 | Asphalt mixture anti-rutting capability test device and use method thereof |
| CN114383960B (en) * | 2022-01-20 | 2024-01-02 | 广西北投交通养护科技集团有限公司 | Asphalt mixture rut resistance test device and application method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105136587A (en) | Bituminous mixture rutting test device | |
| CN204988883U (en) | Bituminous mixture wheel tracking test device | |
| CN203595634U (en) | Multifunctional asphalt pavement durability tester | |
| CN201569616U (en) | Novel rut tester for bituminous mixture | |
| CN108101420B (en) | Rubber powder modified asphalt mixture and preparation method thereof | |
| CN107063884A (en) | A kind of lower experimental provision and test method for evaluating porous asphalt pavement high-temperature behavior of multi- scenarios method effect | |
| CN201378131Y (en) | Pavement structure small-sized test terrace capable of simulating load and environment comprehensive function | |
| CN207894797U (en) | A kind of Bitumen Pavement Anti-Skid Performance Decay Law simulation testing device | |
| Choubane et al. | Suitability of asphalt pavement analyzer for predicting pavement rutting | |
| CN203443862U (en) | Bituminous pavement acceleration loading testing machine | |
| CN107132137B (en) | A kind of asphalt constraint test specimen wheel tracking test device and method | |
| CN203083886U (en) | Asphalt pavement rolling compaction analyzer | |
| CN110823802B (en) | Device and method for testing ice melting effect and noise of asphalt mixture | |
| CN207700013U (en) | A kind of asphalt Reflective Cracking Resistance detection device | |
| CN111579400A (en) | Asphalt pavement reflection crack propagation simulation test device with middle layer | |
| CN109060571A (en) | A kind of accelerated loading abrasion test instrument for Pavement Skid Resistance functional layer wear-resisting property | |
| CN206609717U (en) | A kind of loading wheel rolling device | |
| CN106896029A (en) | Reflective Crack over Asphalt Pavement with Semi-rigid extended simulation device and analogy method | |
| CN112014242B (en) | Three-dimensional strain failure criterion-based asphalt pavement load checking method | |
| CN107860665B (en) | Testing method for rigid-flexible composite pavement structure track | |
| CN106769437A (en) | Asphalt transversely deforming measurement apparatus under a kind of temperature load coupling | |
| CN212340884U (en) | Asphalt pavement reflection crack propagation simulation test device with middle layer | |
| CN206557023U (en) | A kind of Reflective Crack over Asphalt Pavement with Semi-rigid extended simulation device | |
| Daghighi et al. | Effect of different additives on fatigue behavior of asphalt mixtures | |
| CN205562314U (en) | But indoor simulation fatigue test device of form bituminous mixture |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160120 |