[go: up one dir, main page]

CN109765094A - A method of using a self-healing self-collecting fixture after splitting an asphalt mixture specimen - Google Patents

A method of using a self-healing self-collecting fixture after splitting an asphalt mixture specimen Download PDF

Info

Publication number
CN109765094A
CN109765094A CN201910044226.4A CN201910044226A CN109765094A CN 109765094 A CN109765094 A CN 109765094A CN 201910044226 A CN201910044226 A CN 201910044226A CN 109765094 A CN109765094 A CN 109765094A
Authority
CN
China
Prior art keywords
fixture
specimen
splitting
healing
heating
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.)
Granted
Application number
CN201910044226.4A
Other languages
Chinese (zh)
Other versions
CN109765094B (en
Inventor
王芳
秦晨阳
闫禹佳
芦川
马志平
陶明霞
韦璐
郝英奇
朱鑫
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Dragon Totem Technology Hefei Co ltd
Original Assignee
Anhui Jianzhu University
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Anhui Jianzhu University filed Critical Anhui Jianzhu University
Priority to CN201910044226.4A priority Critical patent/CN109765094B/en
Publication of CN109765094A publication Critical patent/CN109765094A/en
Application granted granted Critical
Publication of CN109765094B publication Critical patent/CN109765094B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Sampling And Sample Adjustment (AREA)

Abstract

The invention discloses the application methods that fixture is collected in self-healing after a kind of splitting of bitumen mixture specimen certainly, the upper box folder of fixture and lower box folder are opened, after marshal piece is put into fixture, upper box folder and lower box folder lose external force closure, shell is opened again, shell is kept open using frizzen, by test specimen together with fixture on being placed on spilt test instrument, rectangular straight slot on frame in the middle part of fixture is directed at press strip, fixture is fixed, start spilt test, frizzen can be squeezed after test specimen is broken, disconnect frizzen top point contact, frizzen produces frizzen through slot and frizzen produces slot, the experimental method that the present invention uses passes through intermittent-heating, when avoiding progress Healing Experiments after bitumen mixture specimen cleaves, the unilateral excessively heating of bitumen mixture specimen, it is not easy to the healing of test specimen and ageing of asphalt is caused to add Speed influences the accuracy problem of Healing Experiments result data after bitumen mixture specimen splitting.

Description

Self-healing is from the application method for collecting fixture after a kind of splitting of bitumen mixture specimen
Technical field
The invention belongs to bituminous pavement property the field of test technology, and in particular to after a kind of splitting of bitumen mixture specimen from Application method of the healing from collection fixture.
Background technique
Bituminous pavement is in other factors such as reflection cracks by long-term traffic load, temperature stress and semi-rigid type base Under effect, the diseases such as crack, loose will be generated.And existing asphalt pavement conserving and rehabilitation polymer material, such as waterproofing agent drip Green regenerative agent etc. can influence maintenance costs and the use on road surface to some extent.But due to bituminous pavement has self-healing Ability can repair asphalt concrete pavement by low temperature, fatigue and base by self-healing with self-healing, bituminous pavement at normal temperature The diseases such as crack caused by layer reflection is loose, therefore the service life of asphalt concrete pavement can be improved, reduce supporting for road surface Shield and reparation, bring the benefit of economy and traffic etc..But since self-healing speed is very in its natural state for bituminous pavement Slowly, and require the ringing of external not traffic load, when the binder in asphalt in the intermittent phase by height The repair rate of pitch can improve when warm.Because asphalt concrete pavement self-healing technology is compared with the reclamation activities such as sealant, no It can be brought a negative impact to road surface is repaired, such as antiskid performance.Therefore domestic and foreign scholars have carried out bituminous pavement induction extensively and have added Thermal self-healing closes technical research, and these researchs be unable to do without a large amount of laboratory experiment, also be unable to do without simulation bituminous pavement electromagnetism certainly Incude the experimental provision of self-healing.
Grinding for electromagnetism bituminous concrete performance and induction heating apparatus is partial in the research of major part scholar at present Study carefully, the research of piece fixture is more rare when for heating.Use of most of experiment for fixture during self-healing at present It is relatively simple generally to carry out three-point bending fracture roughly with girder test specimen and test to obtain the breaking strength of girder test specimen, then will The plane of disruption fits closely together, carries out heating self-healing, carries out three-point bending fracture again after test specimen cools down at room temperature Experiment, the breaking strength after obtaining each girder test specimen healing judge healing efficiency by the breaking strength of comparison healing front and back. But due to the loss for there are building stones after girder fracture by manually splicing, plane of disruption gap can be made to increase, test specimen is hindered and be cured It closes, improves the error of experimental result, be unfavorable for the quantization of experimental result and the raising of experimental data accuracy.
After progress bitumen mixture specimen splitting at present when Healing Experiments, the unilateral excessively heating of bitumen mixture specimen, no Convenient for test specimen healing and cause ageing of asphalt to accelerate, influence bitumen mixture specimen splitting after Healing Experiments accuracy, together When, after progress bitumen mixture specimen splitting when Healing Experiments, experimenter splices test specimen, trivial operations repeatedly, and meeting is continuous Increase the difference of test specimen and original state, error increases with the increase for repeating experiment number.
Summary of the invention
The purpose of the present invention is to provide the users that fixture is collected in self-healing after a kind of splitting of bitumen mixture specimen certainly Method, when solving to carry out bitumen mixture specimen Healing Experiments using existing method, bitumen mixture specimen unilateral side overheat is unfavorable In the bitumen mixture specimen healing the problem of, and manually splice test specimen after solving bitumen mixture specimen splitting, trivial operations, and Experimental error repeats the problem of being gradually increased with experiment.
To achieve the above object, the invention provides the following technical scheme: self-healing after a kind of splitting of bitumen mixture specimen From collect fixture application method, method the following steps are included:
Step 1: the upper box of fixture folder and lower box folder are opened, after marshal piece is put into fixture, upper box folder and under Box folder loses external force closure, again opens shell, is kept open shell using frizzen, by test specimen together with folder Tool is placed on again on spilt test instrument;
Step 2: the rectangular straight slot on frame in the middle part of fixture is directed at press strip, fixture is fixed, starts spilt test;
Step 3: test specimen can squeeze frizzen after destroying, and disconnect frizzen top point contact, and frizzen produces frizzen Through slot and frizzen produce slot, fixture closure;
Step 4: after spilt test, test specimen is taken out together with fixture, by the side of fixture towards electromagnetic heating coil Electromagnetic induction heating Healing Experiments are carried out, after being heated to temperature t, stop heating;
Step 5: after stopping the heating T1 time, turnover fixture heats the another side of fixture, continues to be heated to Time needed for temperature t, the heat-up periods time T1 and heating another side to temperature t between two sides gives in step 4 Time of the heated side towards test specimen internal heat transfer, make Temperature Distribution more evenly, and test specimen one side is prevented to overheat.It is so anti- It is multiple, achieve the effect that be interrupted bitumen mixture specimen and heat, so overturning heating x times, until test specimen heals;
Step 6: test specimen and fixture after heating is healed take out, and open shell, stay open shell using frizzen State places test specimen together with fixture on spilt test instrument, repeatedly Step 2: three, four, five, six carry out many experiments, The heat-up periods time between second of the experiment two sides carried out later is T2, when third time tests the heat-up periods between two sides Between be T3 ..., until n-th destroy after until test specimen can not heal.Record n-th spilt test test specimen cleavage strength is Fn, the N+1 spilt test test specimen cleavage strength is Fn+1, and the ratio for defining Fn+1 and Fn is test specimen after electromagnetic heating heals Healing rate H thinks that test specimen can not heal again as H=Fn+1/Fn≤50%, stops circulation experiment.
Preferably, frizzen upper end and upper box folder are point contact in step 1, and lower end and lower box folder are hinged.
Preferably, the heat-up periods time Tn+1 after spilt test between two sides is greater than Tn.
Compared with the prior art, the present invention has the following beneficial effects:
(1) experimental method that the present invention uses both had solved local mistake in test specimen heating agglutination by interruption heating The problem of heat causes test specimen to damage again gives test specimen superheat section the enough time inwardly conducted heat, so that pitch mixes Expect that the Temperature Distribution in test specimen is more uniform;In turn avoid that heating temperature is excessively high or heating time too long bring healing effect is poor With energy waste problem, when avoiding progress Healing Experiments after bitumen mixture specimen cleaves, bitumen mixture specimen unilateral side mistake The problem of degree heating, is not easy to the healing of test specimen, influences Healing Experiments result data accuracy after bitumen mixture specimen cleaves.
(2) after method of the invention cooperation fixture use overcomes traditional test specimen splitting, the mold for collecting broken test specimen exists The problem of can not completing spilt test again when not demoulding after test specimen heating healing.This experimental method cooperation fixture, which has, not to be taken off Under the conditions of mould repeatedly automatically collect spilt test after test specimen clast and fragment and do not demould carry out self-healing experiment function, can The circulation of spilt test and self-healing experiment is completed when not demoulding, experimental procedure fast and easy improves conventional efficient, Saving in time costs is obvious.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention;
Fig. 2 is perspective view of the invention;
Fig. 3 is side view of the invention;
Fig. 4 is outside drawing of the invention;
Fig. 5 is press strip laying method schematic diagram of the invention;
Fig. 6 is electromagnetic heating schematic diagram of the invention.
In figure: frame in the middle part of 1- upper box folder, 2-, the top 3- torque spring, 4- frizzen, the heat-resisting sponge of 5-, 6- rectangular straight slot, 7- frizzen through slot, 8- frizzen produce box folder, the heat-resisting sponge strip of 10-, the bottom end 11- torque spring under slot, 9-.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other Embodiment shall fall within the protection scope of the present invention.
Please refer to shown in Fig. 1-6, the invention provides the following technical scheme: a kind of bitumen mixture specimen splitting after electromagnetism from Fixture, including middle part frame 2 are collected in healing certainly, it is characterised in that: and the top and bottom end of middle part frame 2 offer rectangular straight slot 6, Box folder 1 is connected with by top torque spring 3 at left and right sides of the top of middle part frame 2, is passed through at left and right sides of the bottom end of middle part frame 2 Bottom end torque spring 11 is connected with lower box folder 9 corresponding with upper box folder 1, and the inside of upper box folder 1 offers frizzen through slot 7, The inside of lower box folder 9 offers frizzen and produces slot 8, and the inside that frizzen produces slot 8 is connected with frizzen 4 by shaft.
The inside of upper box folder 1 and lower box folder 9 is fitted with heat-resisting sponge 5.
Middle part frame 2 is set as rectangular box-like structure, and framework side area is greater than bituminous concrete test specimen to cross the center of circle vertical The sectional area in section, so that confining pressure will not be caused to test specimen in spilt test.
Frizzen 4 is set as lightweight hardness glue stick.
The side of upper box folder 1 and lower box folder 9 offers torque spring installation positioning circular groove.
Upper box folder 1 and lower box folder 9 are heat-resisting box body structure.
The inside of middle part frame 2, which is sticked, heat-resisting sponge strip 10.
One end of top torque spring 3 is fixed on 1 inside of box folder, and the other end of top torque spring 3 is fixed on middle part 2 inside of frame.
All components of fixture are all made of non electromagnetic induction material.
Self-healing is from the application method for collecting fixture after a kind of splitting of bitumen mixture specimen, comprising the following steps:
Step 1: pressing from both sides 1 and 9 opening of lower box folder for the upper box of fixture, after marshal piece is put into fixture, upper box folder 1 External force closure is lost with lower box folder 9, shell is opened again, is kept open shell using frizzen 4, by test specimen It is placed on spilt test instrument again together with fixture;
Step 2: the rectangular straight slot 6 on frame 2 in the middle part of fixture is directed at press strip, fixture is fixed, starts spilt test;
Step 3: test specimen can squeeze frizzen 4 after destroying, and disconnect 4 top point contact of frizzen, and frizzen 4 produces touching Hair bar through slot 7 and frizzen produce slot 8, fixture closure;
Step 4: after spilt test, test specimen is taken out together with fixture, by the side of fixture towards electromagnetic heating coil Electromagnetic induction heating Healing Experiments are carried out, after being heated to temperature t, stop heating;
Step 5: after stopping the heating T1 time, turnover fixture heats the another side of fixture, continues to be heated to Time needed for temperature t, the heat-up periods time T1 and heating another side to temperature t between two sides gives in step 4 Time of the heated side towards test specimen internal heat transfer, make Temperature Distribution more evenly, and test specimen one side is prevented to overheat.It is so anti- It is multiple, achieve the effect that be interrupted bitumen mixture specimen and heat, so overturning heating x times, until test specimen heals;
Step 6: test specimen and fixture after heating is healed take out, and open shell, stay open shell using frizzen State places test specimen together with fixture on spilt test instrument, repeatedly Step 2: three, four, five, six carry out many experiments, The heat-up periods time between second of the experiment two sides carried out later is T2, when third time tests the heat-up periods between two sides Between be T3 ..., until n-th destroy after until test specimen can not heal.Record n-th spilt test test specimen cleavage strength is Fn, the N+1 spilt test test specimen cleavage strength is Fn+1, and the ratio for defining Fn+1 and Fn is test specimen after electromagnetic heating heals Healing rate H thinks that test specimen can not heal again as H=Fn+1/Fn≤50%, stops circulation experiment.
Frizzen upper end and upper box folder are point contact in step 1, and lower end and lower box folder are hinged.
Heat-up periods time Tn+1 after spilt test between two sides is greater than Tn.
It should be noted that, in this document, relational terms such as first and second and the like are used merely to a reality Body or operation are distinguished with another entity or operation, are deposited without necessarily requiring or implying between these entities or operation In any actual relationship or order or sequence.Moreover, the terms "include", "comprise" or its any other variant are intended to Non-exclusive inclusion, so that the process, method, article or equipment including a series of elements is not only wanted including those Element, but also including other elements that are not explicitly listed, or further include for this process, method, article or equipment Intrinsic element.In the absence of more restrictions.By sentence " element limited including one ..., it is not excluded that There is also other identical elements in the process, method, article or apparatus that includes the element ".
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with A variety of variations, modification, replacement can be carried out to these embodiments without departing from the principles and spirit of the present invention by understanding And modification, the scope of the present invention is defined by the appended.

Claims (3)

1.一种沥青混合料试件劈裂后自愈合自收集夹具的使用方法,包括以下步骤:1. A method of using a self-healing self-collecting fixture after the splitting of an asphalt mixture test piece, comprising the following steps: 步骤一:将夹具的上盒夹1和下盒夹9打开,将马歇尔试件放入夹具中后,上盒夹1和下盒夹9失去外力作用闭合,再次将壳体打开,使用触发杆4使壳体保持打开状态,将试件连同夹具再放置在劈裂实验仪上;Step 1: Open the upper box clip 1 and lower box clip 9 of the fixture, put the Marshall test piece into the fixture, the upper box clip 1 and the lower box clip 9 lose the external force to close, open the shell again, use the trigger lever 4 Keep the shell open, and place the specimen together with the fixture on the splitting tester; 步骤二:将夹具中部框2上的矩形通槽6对准压条,将夹具固定,开始劈裂实验;Step 2: Align the rectangular through groove 6 on the middle frame 2 of the fixture with the pressure strip, fix the fixture, and start the splitting experiment; 步骤三:试件破碎后会挤压触发杆4,使触发杆4上部点接触断开,触发杆4转出触发杆通槽7和触发杆转出槽8,夹具闭合;Step 3: After the specimen is broken, the trigger rod 4 will be squeezed, so that the upper point contact of the trigger rod 4 is disconnected, the trigger rod 4 is rotated out of the trigger rod through groove 7 and the trigger rod is rotated out of the groove 8, and the fixture is closed; 步骤四:劈裂实验结束后,将试件连同夹具取出,将夹具的侧面朝向电磁加热线圈进行电磁感应加热愈合实验,加热至温度t后,停止加热;Step 4: After the splitting experiment is over, take out the test piece together with the fixture, and place the side of the fixture toward the electromagnetic heating coil to conduct an electromagnetic induction heating healing experiment. After heating to the temperature t, stop heating; 步骤五:停止加热T1时间后,翻转夹具,对夹具的另一侧面进行加热,继续加热至温度t,两侧面间的加热间隔时间T1以及加热另一侧面至温度t所需的时间给予了步骤四中加热侧面向试件内部传热的时间,使温度分布更均匀,并防止了试件某一面过热,如此反复,达到了对沥青混合料试件间断加热的效果,如此翻转加热x次,直至试件愈合;Step 5: After stopping the heating for T1 time, turn the fixture over, heat the other side of the fixture, and continue to heat to temperature t. The heating interval time T1 between the two sides and the time required to heat the other side to temperature t are given in the steps. The time that the four heating sides transfer heat to the interior of the specimen makes the temperature distribution more uniform and prevents one side of the specimen from overheating. Repeatedly, the effect of intermittent heating of the asphalt mixture specimen is achieved. until the specimen heals; 步骤六:将加热愈合后的试件及夹具取出,打开壳体,使用触发杆4使壳体保持打开状态,将试件连同夹具在劈裂实验仪上放置好,重复步骤二、三、四、五、六进行多次实验,在之后进行的第二次实验两侧面间的加热间隔时间为T2,第三次实验两侧面间的加热间隔时间为T3…,直至第n次破坏后试件无法愈合为止,记录第n次劈裂实验试件劈裂强度为Fn,第n+1次劈裂实验试件劈裂强度为Fn+1,定义Fn+1与Fn的比值为试件经过电磁加热愈合后的愈合率H,当H=Fn+1/Fn≤50%时认为试件无法再次愈合,停止循环实验。Step 6: Take out the heated and healed specimen and fixture, open the shell, use the trigger rod 4 to keep the shell open, place the specimen together with the fixture on the splitting tester, and repeat steps 2, 3, and 4. , 5 and 6, multiple experiments were carried out. In the second experiment, the heating interval between the two sides was T2, and the heating interval between the two sides in the third experiment was T3..., until the nth time after the failure of the specimen Until it fails to heal, record the splitting strength of the specimen in the nth splitting experiment as Fn, and the splitting strength of the specimen in the n+1st splitting experiment as Fn+1. The healing rate H after heating and healing, when H=Fn+1/Fn≤50%, it is considered that the specimen cannot heal again, and the cycle experiment is stopped. 2.根据权利要求1所述一种沥青混合料试件劈裂后自愈合自收集夹具的使用方法,其特征在于:步骤一中触发杆(4)上端与上盒夹(1)为点接触,触发杆(4)下端与下盒夹(9)铰接。2. the using method of self-healing self-collecting fixture after a kind of asphalt mixture test piece is split according to claim 1, it is characterized in that: in step 1, the upper end of trigger rod (4) and upper box clamp (1) are points Contact, the lower end of the trigger lever (4) is hinged with the lower box clamp (9). 3.根据权利要求1所述一种沥青混合料试件劈裂后自愈合自收集夹具的使用方法,其特征在于:劈裂实验后两侧面间的加热间隔时间Tn+1大于Tn。3 . The method of using a self-healing self-collecting fixture after the splitting of the asphalt mixture test piece according to claim 1 , wherein the heating interval Tn+1 between the two sides after the splitting experiment is greater than Tn. 4 .
CN201910044226.4A 2019-01-17 2019-01-17 Use method of self-healing and self-collecting clamp for split asphalt mixture test piece Active CN109765094B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910044226.4A CN109765094B (en) 2019-01-17 2019-01-17 Use method of self-healing and self-collecting clamp for split asphalt mixture test piece

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910044226.4A CN109765094B (en) 2019-01-17 2019-01-17 Use method of self-healing and self-collecting clamp for split asphalt mixture test piece

Publications (2)

Publication Number Publication Date
CN109765094A true CN109765094A (en) 2019-05-17
CN109765094B CN109765094B (en) 2021-05-25

Family

ID=66452839

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910044226.4A Active CN109765094B (en) 2019-01-17 2019-01-17 Use method of self-healing and self-collecting clamp for split asphalt mixture test piece

Country Status (1)

Country Link
CN (1) CN109765094B (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112362497A (en) * 2020-10-27 2021-02-12 合肥工业大学 Electromagnetic induction heating asphalt pavement gradient self-healing rate rating and control method
CN112362498A (en) * 2020-10-27 2021-02-12 合肥工业大学 Test method for determining optimal intermittent time of intermittent heating and self-healing of steel bridge deck pavement
CN113188887A (en) * 2021-04-19 2021-07-30 刘刚 Sapphire surface hardness detection device is used in wrist-watch production with protection machanism
CN115506205A (en) * 2022-09-19 2022-12-23 广西北投交通养护科技集团有限公司 Intermittent old material regeneration heating equipment and use method thereof

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6595068B2 (en) * 2000-02-25 2003-07-22 Thomas E. Brovold Compact hollow cylinder tensile tester
CN102435495A (en) * 2011-12-08 2012-05-02 华南理工大学 Fixture and test method for bidirectional alternate splitting test of road material cylinder test piece
CN104198306A (en) * 2014-08-08 2014-12-10 太原理工大学 Dynamic pull-out testing device and method under active impact confining pressure
CN204718894U (en) * 2015-07-07 2015-10-21 长安大学 A kind of marshal piece cleavage strength test unit
CN205449656U (en) * 2015-12-31 2016-08-10 长安大学 A multifunction clamp that is used for testing fast marshall stability and freeze thawing splitting strength
CN206146740U (en) * 2016-11-02 2017-05-03 山西省交通科学研究院 A jig for freeze-thaw splitting test of asphalt mixture
CN107560962A (en) * 2017-09-22 2018-01-09 广东省长大公路工程有限公司 Cast asphalt is mated formation with epoxy resin waterproof layer thermal load test apparatus and method

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6595068B2 (en) * 2000-02-25 2003-07-22 Thomas E. Brovold Compact hollow cylinder tensile tester
CN102435495A (en) * 2011-12-08 2012-05-02 华南理工大学 Fixture and test method for bidirectional alternate splitting test of road material cylinder test piece
CN104198306A (en) * 2014-08-08 2014-12-10 太原理工大学 Dynamic pull-out testing device and method under active impact confining pressure
CN204718894U (en) * 2015-07-07 2015-10-21 长安大学 A kind of marshal piece cleavage strength test unit
CN205449656U (en) * 2015-12-31 2016-08-10 长安大学 A multifunction clamp that is used for testing fast marshall stability and freeze thawing splitting strength
CN206146740U (en) * 2016-11-02 2017-05-03 山西省交通科学研究院 A jig for freeze-thaw splitting test of asphalt mixture
CN107560962A (en) * 2017-09-22 2018-01-09 广东省长大公路工程有限公司 Cast asphalt is mated formation with epoxy resin waterproof layer thermal load test apparatus and method

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
李沛洪: "非均质沥青混合料劈裂试验应力分布规律研究", 《公路》 *
沙炯: "基于恢复时间的沥青混合料疲劳试验", 《公路》 *

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112362497A (en) * 2020-10-27 2021-02-12 合肥工业大学 Electromagnetic induction heating asphalt pavement gradient self-healing rate rating and control method
CN112362498A (en) * 2020-10-27 2021-02-12 合肥工业大学 Test method for determining optimal intermittent time of intermittent heating and self-healing of steel bridge deck pavement
CN112362497B (en) * 2020-10-27 2024-05-28 合肥工业大学 Gradient self-healing rate grading and controlling method for electromagnetic induction heating asphalt pavement
CN112362498B (en) * 2020-10-27 2024-05-28 合肥工业大学 Test method for determining optimal intermittent time of intermittent heating self-healing of steel bridge deck pavement
CN113188887A (en) * 2021-04-19 2021-07-30 刘刚 Sapphire surface hardness detection device is used in wrist-watch production with protection machanism
CN113188887B (en) * 2021-04-19 2024-05-10 杭州小曦智能科技有限公司 Sapphire surface hardness detection device is used in wrist-watch production with protection machanism
CN115506205A (en) * 2022-09-19 2022-12-23 广西北投交通养护科技集团有限公司 Intermittent old material regeneration heating equipment and use method thereof

Also Published As

Publication number Publication date
CN109765094B (en) 2021-05-25

Similar Documents

Publication Publication Date Title
CN109765094A (en) A method of using a self-healing self-collecting fixture after splitting an asphalt mixture specimen
CN106391194B (en) A kind of scrap glass low-coumption processing equipment for pulverizing for building
CN204594774U (en) A kind of reinforcing polymer mortar cohesive strength test samples prepares mould
CN205700682U (en) The useless brick efficiency crushing device of a kind of building
CN109112925A (en) A kind of asphalt pavement crack restorative procedure
CN109668778B (en) A kind of using method of anti-bending electromagnetic self-healing experimental fixture for asphalt mixture
CN107843504B (en) A performance test method of aggregate-cement weak boundary layer based on dynamic shear rheological test
CN101871863A (en) Specimen preparation mold specially used for shear test and preparation method thereof
CN103837383A (en) Test method of anchoring performance of pre-stress carbon fiber sheet material double flat plate type anchorage device
CN212301059U (en) Forming device for self-healing performance test of micro-cracks in asphalt mortar
CN108098970B (en) A kind of making device and preparation method of light-transmitting concrete slab without socket
Riara et al. Experimental assessment of the long-time crack healing in asphalt mixtures using healing agents
CN109655603A (en) Electromagnetism self-healing from collecting fixture after a kind of splitting of bitumen mixture specimen
CN217878578U (en) A mold for sample preparation of soil ruins test blocks that can simulate cracks
CN112162090A (en) Method for evaluating self-repairing performance of nano graphene oxide modified asphalt mixture
CN213779753U (en) An asphalt-aggregate interface shearing device
CN113376361B (en) Internal stress test method for driving asphalt cement to recover and heal
CN205412916U (en) Easy abluent pitch cutter
CN111562166B (en) Shale physical model sample considering bedding microstructure, preparation method and preparation device
CN114527065A (en) Method for evaluating bonding performance of pavement heating type sealant based on dissipation energy
CN207027824U (en) It is a kind of to improve the mould for making mortar bonding tensile test specimen efficiency
CN209040537U (en) Plastic formwork repairs structure and plastic formwork
CN217766178U (en) Full-automatic asphalt softening point tester
CN201250460Y (en) Non-net polystyrene board concrete in situ exterior heat preservation wall
CN116289460A (en) A Method of Healing Cracks in Asphalt Ultra-thin Overlay Using Ultrasonic Energy

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20240130

Address after: 230000 floor 1, building 2, phase I, e-commerce Park, Jinggang Road, Shushan Economic Development Zone, Hefei City, Anhui Province

Patentee after: Dragon totem Technology (Hefei) Co.,Ltd.

Country or region after: China

Address before: 230601 Ziyun Road, Hefei economic and Technological Development Zone, Anhui 292

Patentee before: ANHUI JIANZHU University

Country or region before: China

TR01 Transfer of patent right