CN105910969A - Method for testing blocking degree of pores in porous asphalt mixture - Google Patents

Method for testing blocking degree of pores in porous asphalt mixture Download PDF

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Publication number
CN105910969A
CN105910969A CN201610214078.2A CN201610214078A CN105910969A CN 105910969 A CN105910969 A CN 105910969A CN 201610214078 A CN201610214078 A CN 201610214078A CN 105910969 A CN105910969 A CN 105910969A
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test specimen
test piece
pores
asphalt mixture
space
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殷小晶
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Hohai University HHU
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Hohai University HHU
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N15/00Investigating characteristics of particles; Investigating permeability, pore-volume or surface-area of porous materials
    • G01N15/08Investigating permeability, pore-volume, or surface area of porous materials
    • G01N15/088Investigating volume, surface area, size or distribution of pores; Porosimetry

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  • Chemical & Material Sciences (AREA)
  • Dispersion Chemistry (AREA)
  • Physics & Mathematics (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Road Paving Structures (AREA)
  • Road Repair (AREA)

Abstract

The invention discloses a method for testing the blocking degree of pores in a porous asphalt mixture. The method is characterized by comprising the following steps: preparing two water samples at first, with one being a clear water sample and the other being a turbid liquid sample; rolling and molding porous asphalt mixture test pieces in a laboratory according to pavement design grading and an asphalt-aggregate ratio, smearing three side surfaces and the bottom surface of the test piece with paraffin so as to seal pores on the surfaces and leaving the rest side surface as a drainage channel; placing the test piece in a drainage coefficient tester, setting testing gradient, testing the drainage coefficient P1 of the test piece by using the clear water sample at first and characterizing initial draining capability of the test piece; changing a new test piece, testing the drainage coefficient P2 of the test piece by using the turbid liquid sample and characterizing final draining capability of the test piece; and calculating the coefficient n of the blocking degree of pores by using P1 and P2 so as to realize evaluation of the blocking degree of pores in the porous asphalt mixture. The method provided by the invention can scientifically evaluate blocking of pores of the porous asphalt mixture by fine grains under the action of rainwater, so bases are provided for designing of the porous asphalt mixture.

Description

The method of test Asphalt mix for open-graded friction course space chocking-up degree
Technical field
The invention belongs to detection and the evaluation field of Asphalt Concrete Pavement Performance, be specifically related to test big The method of space asphalt mixture gap chocking-up degree.
Background technology
Big space bituminous pavement top voidage is about 20%, it is possible to being internally formed drainage channel at compound will Rainwater is laterally discharged.Its advantage includes that rainwater can be penetrated into drain function layer by (1), eliminates and causes all multirows The road table moisture film of car detrimental effect, significantly improves the security of rainy day driving, comfortableness;(2) road surface has many Pore structure, can be greatly reduced traffic noise;(3) more heat can be put aside in bigger space, is conducive to Reduce the road surface absorption to sunshine heat, it is to avoid form tropical island effect.
In view of road surface, big space has above plurality of advantages, current this road surface form should by many countries With.But due to road surface, big space itself use big gap structure, in use space be easily subject to dust, The blocking of the particles such as tyre rubber powder, badly influences the pavement performance on road surface, big space, make road surface, big space by Gradually lose draining and the effect of noise reduction, cause be restricted the service life of drainage surface layer.For this problem, The domestic scholar of having proposes the pressure using washout test machine to act on road surface according to the wheel load on actual road surface Washing away paves blocks the test specimen upper surface of dust, is deducted by current band by the gross mass blocking dust paved The quality blocking dust of the quality blocking dust walked and upper surface residual obtains blocking in the resistance within test specimen The quality of plug dust.But the method only accounts for the mixture gap blocking caused under wheel load effect, does not examines The space blocking that the dust brought into when considering rain drop erosion causes, designs the most perfect.Scholar is additionally had to propose one The evaluation method of drainage asphalt mixture space attenuation degree, what in the method, initial freeness number characterized is whole The drainability of block plate test coupon, containing the draining energy of wheelmark sample after cutting that what end of a period freeness number characterized is Power, but the decay of the method void causes owing to asphalt structure changes, and general dust Blocking is not result in Asphalt mix for open-graded friction course structural change, and institute is in this way at test Asphalt mix for open-graded friction course Space chocking-up degree aspect or Shortcomings.
In sum, simulation is only considered about the method testing Asphalt mix for open-graded friction course space chocking-up degree at present Wheel pressure friction test specimen, does not takes into account the pore plugging caused by rain drop erosion, big space therefore can be caused to drip The design of blue or green compound optimum mix is not accurate enough, will fall flat after being applied to road surface.Thus have Necessity is designed a kind of in view of the method for testing causing space to block under rain drop erosion effect, thus with existing side Method combines the design improving Asphalt mix for open-graded friction course optimum mix.
Summary of the invention
Present invention aims to problem that at present big space, road surface, space is easily blocked by dust and existing The deficiency of evaluation method, designs a kind of method testing Asphalt mix for open-graded friction course space chocking-up degree, is used for In Asphalt mix for open-graded friction course gradation design and pavement performance evaluation procedure, play slow down space, road surface, big space block up The effect of plug.
The freeness number tester that this method relates to is made up of catch basin and base, if the base plate of catch basin is arranged Dry through hole, the side of catch basin is provided with spilled water hole, and described base is provided with upper plate and lower shoe, described on Base plate and lower shoe one end are with being articulated and connected, and the other end is provided with arrangement for adjusting height, and arrangement for adjusting height changes The gradient of upper plate.
The method of test Asphalt mix for open-graded friction course space chocking-up degree, comprises the steps of
Step one: preparing two kinds of each 9000g of water sample, portion is running water water sample, and portion is suspension water sample.
Step 2: according to Pavement Design grating and bitumen aggregate ratio, four pieces of big space pitches of roller-compaction in laboratory Compound test specimen, and paraffin is smeared in three sides of each test specimen and a bottom surface, seal surface void, be not coated with Smearing the side of paraffin as drainage channel, one piece of test specimen is for clear water water sample, and three pieces of test specimens are for suspension water sample.
Step 3: put in freeness number tester device by one piece of test specimen, according to road surface horizontal wall inscription situation, passes through It is 1% that arrangement for adjusting height arranges the test gradient;Close catch basin valve, injected clear water water sample in catch basin 3000g, opens catch basin valve and starts timer simultaneously, the water yield of test specimen drainage channel discharge in record time t, T according to seepage velocity from Row sum-equal matrix.It is repeated three times, takes the mean value of three displacement as initial draining Amount is designated as N1, with initial freeness numberCharacterize the initial drainability of asphalt.
Step 4: use instead in another block test specimen embedding device, the test gradient is set according to road surface horizontal wall inscription situation.Close Close catch basin valve, in catch basin, inject suspension 3000g, open catch basin valve and start timer simultaneously, Record the suspension volume that test specimen drainage channel is discharged in identical time t.It is repeated three times, takes three drainings The mean value of amount is designated as N as end of a period displacement2, with freeness number of endingSign asphalt is eventually Drainability.
Step 5: use space silt indexCharacterize the blocking of Asphalt mix for open-graded friction course space Degree, n the biggest explanation bitumen mixture specimen space chocking-up degree is the most serious.
Improve further, add 0~0.075mm during suspension consists of every 100g clear water in described step one thin Grain 50g, 0.075~0.15mm particulate 100g, 0.15~0.3mm particulate 50g, wherein particulate is loam.
Compared with prior art, its beneficial effect has the present invention:
(1) two kinds of water samples of design are as a comparison, characterize space chocking-up degree with space chocking-up degree coefficient, more Image, present the stopping state in space under asphalt rainwater effect intuitively;
(2) can study affect under compound rainwater effect from the material of asphalt and match ratio angle The stopping state in space, road surface drainage performance reasonable in design before road pavement and performance of anti-blockage;
(3) different external condition such as water velocity, dust granules particle diameters etc. can be analyzed to big space asphalt road The impact effect of face blocking, material and match ratio for asphalt provide reasonable reference.
Accompanying drawing explanation
Fig. 1 is freeness number tester device schematic diagram.
Detailed description of the invention
Method to test Asphalt mix for open-graded friction course space of the present invention chocking-up degree below in conjunction with the accompanying drawings It is described in further detail.
Figure includes arrangement for adjusting height 1, catch basin 2, test specimen standing groove 3, and Asphalt mix for open-graded friction course tries Part 4, rhone 5, osculum 6, hinge 7, lower shoe 8, upper plate 9 technical characteristic such as grade.
Preferably arrangement for adjusting height is screw.
(1) prepared by water sample
First preparing two kinds of each 9000g of water sample standby, one is running water, and one is suspension, the most suspended In liquid, every grade of particulate proportion of composing is as shown in table 1, and particulate selects loam.
Each shelves fine particle content in the every 100g water of table 1
Particle size (mm) 0~0.075 0.075~0.15 0.15~0.3
Quality (g) 50 100 50
(2) shaping of the board-like test specimen of Asphalt mix for open-graded friction course
The test specimen of 4 pieces of Asphalt mix for open-graded friction course of roller-compaction in laboratory, test specimen is board-like test specimen, every piece Sample dimensions is long 300mm × wide 300mm × thickness 50mm, and the grating of employing is as shown in table 2, its target empty Gap rate is 20%, and this asphalt is used for highway upper layer, and horizontal wall inscription is 1%.Mix according to big space pitch Material mixing proportion design method, is finally determined the bitumen aggregate ratio of Asphalt mix for open-graded friction course by wax deposition volume and dispersion test It is 4.9%, deposits the demoulding after 24h at normal temperatures.
The grating of table 2 Asphalt mix for open-graded friction course
In selection plate test coupon, the rectangular surfaces of three 300mm × 50mm of size is with a 300mm × 300mm's Facing, uses paraffin to be applied in four surfaces, sealing mixed material surface void, unused seals with wax 300mm × 300mm rectangular surfaces is as road table infiltration face, and the rectangular surfaces of 300mm × 50mm is as transverse drainage Face.
(3) setting of freeness number tester
Catch basin in Fig. 1 is put the draw-in groove to device, the Asphalt mix for open-graded friction course test specimen of good seal is put into row The test specimen standing groove of water coefficient tester, according to road horizontal wall inscription design specification requirement, rotation device base upper plate The screw of catch basin side, regulates upper and lower bottom plate difference in height a=4.72mm, device width b=472mm, slope Degree i=1%, upper plate required regulation height a are calculated by formula (1).
A=b × i (1)
(4) initial freeness number P is measured1
Tighten the screw at head control hole, 3000g clear water is added in catch basin, by adjusting means The spilled water hole height regulation flow intensity of catch basin side, opens the 3rd spilled water hole, and its distance negative height is 19cm, corresponding water velocity is 21.2ml/s m2, press timer simultaneously, collect from osculum discharge Clear water, closes the 3rd spilled water hole and stops collecting, read with graduated cylinder and collect volume of water sample record after 30s.Weight Repetition measurement is fixed is respectively as follows: 1268ml, 1274ml, 1257ml three times, takes at the beginning of the mean value of three displacement draws Beginning displacement N1=1266ml, uses formula (2) to calculate initial freeness number P1=42.21ml/s.
P 1 = N 1 t - - - ( 2 )
(5) end of a period freeness number P is measured2
Take out from freeness number tester device and measure test specimen used by initial freeness number, clean freeness number and survey Examination instrument.The test specimen taking the untapped good seal of another block is put in test specimen standing groove, is added by 3000g suspension Enter in catch basin, open the 3rd spilled water hole and start timer simultaneously, collect the suspension discharged from osculum, Close the 3rd spilled water hole after 30s to stop collecting, the suspension volume that record is collected.Take out test specimen, cleaning device Device removes in instrument after the particulate of residual, again takes the test specimen of the untapped good seal of another block and puts into test specimen and put Putting in groove, repeat the above steps measures the suspension volume of collection again.Altogether measure three times, be respectively as follows: 726ml, 781ml, 749ml, the mean value taking three volumes draws end of a period displacement N2=752ml, with End of a period freeness number P2Characterize the initial drainability of asphalt, use formula (3) to calculate P2=25.07ml/s.
P 2 = N 2 t - - - ( 3 )
(6) space silt index n is calculated
According to the mensuration initial freeness number P measured1, end of a period freeness number P2, use formula (4) to calculate sky Gap silt index n=40.61%, is understood the blocking of this asphalt mixture gap by result serious, it should adjust grating To meet drainage requirement.
n = ( 1 - P 2 P 1 ) × 100 % - - - ( 4 )

Claims (2)

1. the method for test Asphalt mix for open-graded friction course space chocking-up degree, it is characterised in that: comprise following step Rapid:
Step one: preparing two kinds of each 9000g of water sample, portion is clear water water sample, and portion is suspension water sample;
Step 2: according to Pavement Design grating and bitumen aggregate ratio, four pieces of big space pitches of roller-compaction in laboratory Compound test specimen, and smear paraffin in three sides of every piece of test specimen and a bottom surface, seal surface void, not Smear the side of paraffin as drainage channel;
Step 3: in selecting step two, any block test specimen of shaping is put in freeness number tester device, according to Actual road surface horizontal wall inscription arranges the test gradient;Closing Cistern valve, in water tank, injected clear water water sample 3000g, beats Boiled water tank valve starts timer simultaneously, and the volume of the water that test specimen drainage channel is discharged in record time t, t is 30s~120s;Being repeated three times, the mean value taking three volumes is designated as N as initial displacement1, with initially Freeness numberCharacterize the initial drainability of asphalt;
Step 4: use another block test specimen instead and put in freeness number tester device, set according to actual road surface horizontal wall inscription Put the test gradient, close Cistern valve, in water tank, inject suspension 3000g, open Cistern valve and open simultaneously Dynamic timer, the suspension volume that record is discharged with test specimen drainage channel in identical time t described in step 3;Weight Fixed three times of repetition measurement, the mean value taking three volumes is designated as N as end of a period displacement2, with freeness number of endingCharacterize asphalt end of a period drainability;
Step 5: use space silt indexCharacterize the blocking of Asphalt mix for open-graded friction course space Degree.
Method the most according to claim 1, it is characterised in that: in step one, suspension consists of every 100g Clear water adds 0~0.075mm particulate 50g, 0.075~0.15mm particulate 100g, 0.15~0.3mm particulate 50g, wherein particulate is loam.
CN201610214078.2A 2016-04-07 2016-04-07 Method for testing blocking degree of pores in porous asphalt mixture Pending CN105910969A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105954173A (en) * 2016-06-08 2016-09-21 山西省交通科学研究院 Macroporous asphalt mixture pore change law experimental testing device
CN108106980A (en) * 2017-10-25 2018-06-01 松辽流域水资源保护局松辽水环境科学研究所 Peat saturated hydraulic conductivity assay method and measurement device

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102507410A (en) * 2011-10-14 2012-06-20 河海大学 Device and method for simultaneously testing water seepage and drainage capacities of asphalt mixture
CN103323381A (en) * 2013-06-09 2013-09-25 河海大学 Method for evaluating attenuation degree of porous asphalt mixture void
CN104198155A (en) * 2014-09-17 2014-12-10 山东大学 Device and method for approximate simulation of particle transport and permeable pavement blockage under runoff action

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102507410A (en) * 2011-10-14 2012-06-20 河海大学 Device and method for simultaneously testing water seepage and drainage capacities of asphalt mixture
CN103323381A (en) * 2013-06-09 2013-09-25 河海大学 Method for evaluating attenuation degree of porous asphalt mixture void
CN104198155A (en) * 2014-09-17 2014-12-10 山东大学 Device and method for approximate simulation of particle transport and permeable pavement blockage under runoff action

Non-Patent Citations (3)

* Cited by examiner, † Cited by third party
Title
王宏畅等: "基于常水头渗透试验的PAC排水和抗堵塞能力", 《东南大学学报(自然科学版)》 *
蒋玮 等: "多孔沥青混合料的空隙堵塞试验研究", 《建筑材料学报》 *
黎太平等: "大空隙沥青路面渗水性能测试方法和指标分析", 《科技资讯》 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105954173A (en) * 2016-06-08 2016-09-21 山西省交通科学研究院 Macroporous asphalt mixture pore change law experimental testing device
CN108106980A (en) * 2017-10-25 2018-06-01 松辽流域水资源保护局松辽水环境科学研究所 Peat saturated hydraulic conductivity assay method and measurement device

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