The characteristics of SMA pre impregnated modified asphalt

peculiarity.

All tire products

SBSII

new national standardBAC/SBSI

90% CNOOC 90 #+10% Hualinruisi resin

50% 70 #+50% silicone asphalt

66.7% 70 #+33.3 silicone asphalt

4,5,5 (number of oil seepage sheets)

1,1,1 (number of oil seepage sheets)

1,1,1 (number of oil seepage sheets)

Characteristics of SMA self-adhesive modified asphalt

Peculiarity
  • Improve the peel strength and adhesion of the roll material. The peeling of the coil and aluminum plate can easily exceed 2.0
  • Improved the aging performance of the coil (improved oil locking performance, low volatility, and low odor)
  • Good facade construction effect
  • High and low temperature, good performance
  • Reduced the construction difficulty of self-adhesive rolls, reacted well with cement, wet laid rolls, and peeled off 3.0 from cement mortar
  • There is a small amount of water accumulation on the ground or rainy days during construction, which does not affect the quality of the roll material

The characteristics of SMA non curing modified asphalt

Peculiarity
  • Compared with self-adhesive SMA, non curing SMA can better improve the adhesive strength of the adhesive, so it can achieve a 100% failure rate of the eight shaped mortar block. At the same time, the addition of non curing SMA to the adhesive for modification can further increase the cohesion of the adhesive, which in turn increases the high-temperature performance and tensile length of the adhesive
  • Improve high temperature and peel performance
  • Good adhesion performance of the facade
  • Non curing adhesive modified with silicone asphalt

  • Traditional formula rubber material

SMA high modulus modified asphalt

Peculiarity

High modulus modified asphalt mixture generally refers to special mixtures with higher modulus than modified asphalt mixture. Currently, high modulus asphalt mixture mainly involves adding high modulus agents during the mixing process to improve the modulus of asphalt mixture

After years of technology and research and development, National Innovation Materials has developed a high modulus asphalt mixture additive based on silicone modified asphalt, which is suitable for heavy-duty traffic, high-temperature areas, long longitudinal slopes, and airport road surfaces. It not only significantly improves the dynamic modulus and high-temperature stability of asphalt mixtures, but also mainly solves the problem of insufficient pavement strength And road surface problems such as rutting and deformation caused by poor high-temperature performance of asphalt mixtures

Characteristics of SMA high modulus additives

Peculiarity
  • Significantly increase the viscosity of asphalt, enhance the anti rutting performance and dynamic modulus of asphalt mixtures
  • Under the cumulative action of the same number of axes, the thickness of the asphalt layer structure can be thinner, and the bearing capacity and service life can be significantly improved
  • There is a significant improvement in the asphalt modification effect, fiber reinforcement effect, and fine aggregate skeleton effect
  • Improve water resistance and low-temperature cracking resistance

高模量技术指标

peculiarity.

SMA改性沥青PG分级结果检测如下所示:

根据PG分级检测结果,SMA改性沥青适应的温度

Technical requirements and test results for asphalt

Experimental project

Technical requirements

Test value

Test method

Density (15 ℃) G/cm3

Actual measurement

one point three zero eight

T0603

Needle penetration (25 ℃, 5s, 100g) 0.1mm

15-40

thirty-four

T0604

Softening point

≥ 60

one hundred and sixty-nine

T0606

Ductility (10 ℃, 5cm/min) (cm)

≥ 4

six

T0605

150 ℃ kinematic viscosity Pa · s

≤ 3.0

SMA modified asphalt test results

 


Pilot projects

temperature

Experimental indicators

Experimental values

technical requirement

pass through(P)

NO PASS(F)

test method

Original asphalt

viscosity

135℃

Viscosity(Pa.s)

2.9

≤3.0

P

T0625-2011

Dynamic shear rheology

DSR

82℃

G*/sinδ(kPa)

1.1242

G*/sinδ≥1.0

P


88℃

G*/sinδ(kPa)

0.5407

F


G*/sinδ=1.0The temperature is:83.2℃

T315-10

RTFOT

residual asphalt

Dynamic shear rheology

DSR

82℃

G*/sinδ(kPa)

3.29

G*/sinδ≥2.2

P


88℃

G*/sinδ(kPa)

1.93

F


G*/sinδ=2.2The temperature is:86.8℃

T313-10

PAV后

residual asphalt

Curved beam

BBR

-12℃

Creep strength S(MPa)

256

S≤300

m≥0.300

F


m值

0.259


-6℃

Creep strength S(MPa)

130

P


m值

0.366


m=0.3critical temperature:-11.6℃,此时S≤300

T315-10

dynamic shear

DSR

30℃

G*

4208

G*/sinδ

≤5000

P


27℃

(kPa)

6232

F



Serial number

Sample name

Ingredient name

content

notes

1

Component name SMA asphalt modifier

Black powder

PP.  %

2.5-3.0/

PP.  %

2.0-2.5/

notes

/




Serial number

Sample name

Ingredients

content

notes

1

SMA asphalt modifier

Black powder

C5,%

6.0-6.5/

notes

/


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