Evaluation method for properties of road resin type crack repair material
A technology for crack repair and material performance, applied in the direction of material inspection products, etc., can solve problems such as failure to achieve repair effect, uneven performance of pavement materials, and unguaranteed repair quality of pavement cracks, so as to reduce the repair rate and repair pavement cracks The effect of stable and reliable quality and strong operability
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Embodiment 1
[0053] In this embodiment, the FGT resin crack repair material produced by Jiangsu Zhongyitong Road New Material Co., Ltd. is used.
[0054] 1) Evaluation of penetration performance
[0055] Weigh 280g of clean sand with a particle size of 0.3-0.6mm, and put the sand into a cylinder with a cross-sectional area of 3.056cm 2 in container 1, see attached figure 1 , the height of the loaded sand sample is h=5.4cm, so that the bulk density reaches 0.017kg / cm 3 , at a height of L cm from the upper surface of the sand sample, slowly pour 80 grams of FGT resin crack repair material. sand, and weigh the uncondensed sand quality as M=150 grams, then the permeability H of the FGT resin crack repair material:
[0056]
[0057] Because H is within the range of 100%≥H≥20% of the specified value, the permeability of the FGT resin crack repairing material used in Example 1 is satisfactory.
[0058] 2) Evaluation of curing time
[0059] First prepare a steel plate with a clean surfac...
Embodiment 2
[0077] In this embodiment, the DS resin crack repair material produced by Jiangsu Changlu Traffic Engineering Co., Ltd. is used.
[0078] 1) Evaluation of penetration performance
[0079] Weigh 280g of clean sand with a particle size of 0.3-0.6mm, and put the sand into a cylinder with a cross-sectional area of 3.056cm 2 In the container, the height of the sand sample loaded is h=5.4cm, so that the bulk density reaches 0.017kg / cm 3 , slowly pour 80 grams of DS resin crack repairing material at a height of L cm from the upper surface of the sand sample, such as figure 1 As shown, when the crack repairing material is solidified until it no longer penetrates into the sand sample, take out the sand sample from the container, collect all the uncondensed sand, and weigh the mass of the uncondensed sand as M=120 grams, then the FGT resin crack repairing material The permeability performance H:
[0080]
[0081] Because H is within the scope of the specified value 100% ≥ H ≥ 20...
Embodiment 3
[0101] In this embodiment, the AE resin crack repair material produced by Jiangsu Zhonglu Traffic Science and Technology Co., Ltd. is used.
[0102] 1) Evaluation of penetration performance
[0103] Weigh 280g of clean sand with a particle size of 0.3-0.6mm, and put the sand into a cylinder with a cross-sectional area of 3.056cm 2 In the container, the height of the sand sample loaded is h=5.4cm, so that the bulk density reaches 0.017kg / cm 3 , at a height of L cm from the upper surface of the sand sample, slowly pour 80 grams of AE resin crack repair material, such as figure 1 As shown, when the crack repairing material is solidified until it no longer penetrates into the sand sample, take out the sand sample from the container, collect all the uncondensed sand, and weigh the mass of the uncondensed sand as M=100 grams, then the AE resin crack repairing material The permeability performance H:
[0104]
[0105] Since H is within the range of the specified value 100%≥H≥...
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