Normal-temperature special solid penetrating agent, ultra-thin overlay and construction method of ultra-thin overlay
A special, normal-temperature technology, which is applied to cohesive pavements, roads, and polyamide coatings laid on site. It can solve problems affecting the service life of ultra-thin overlays, failure to prevent water damage, and failure of maintenance effects. It is difficult to distinguish Layer detachment, improved fatigue resistance, enhanced bonding effect
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Embodiment 1
[0046] The infiltration and regeneration type ultra-thin overlay of this embodiment includes a pre-spread special cementing agent at room temperature and a special asphalt modified ultra-thin overlay with a thickness of 0.8 laid on the top, wherein the special asphalt modified ultra-thin overlay consists of the following It is prepared by mixing raw materials in parts by weight: 90 parts of stone material, which is basalt, and 4 parts of special modified asphalt mixture.
[0047] The normal temperature special cementing agent of this embodiment is prepared by mixing the following raw materials in parts by weight: 100 parts of asphalt, No. 70 petroleum base asphalt, 80 parts of heavy naphthenic distilled oil, and heavy naphthenes of hydrodesulfurization Petroleum light distillate, 3 parts of styrene-isoprene block copolymer, 16 parts of polyamide resin, 3 parts of metal oxide, using zinc oxide, 18 parts of penetrant, which is isooctyl ether, crosslinking agent 0.1 Parts are dithi...
Embodiment 2
[0066] The construction method of the infiltrated and regenerated ultra-thin overlay in this embodiment is basically the same as that in Example 1, except that the raw material formulations of the special modified asphalt mixture prepared in step S4 and the infiltrated and regenerated ultra-thin overlay are different. In this embodiment, since the acid value of the asphalt in the special modified asphalt mixture is 3.1 mgKOH / g, an organic acid needs to be added in step S4 to ensure that the acid value of the asphalt is 3.2 to 3.5 mgKOH / g, thereby ensuring The stability of this special modified asphalt and its coating on stone materials.
[0067] Specifically, the infiltration regeneration type ultra-thin overlay of this embodiment includes a pre-spread special cementing agent at room temperature and a special asphalt modified ultra-thin overlay with a thickness of 1.5 cm laid on top, wherein the special asphalt modified ultra-thin overlay The noodle is prepared by mixing the f...
Embodiment 3
[0071] The construction method of the infiltrated and regenerated ultra-thin overlay in this embodiment is basically the same as that in Example 2, the difference is that the raw material formula of the infiltrated and regenerated ultra-thin overlay is different, and the acid value of the asphalt in the special modified asphalt mixture It is 2.8mgKOH / g.
[0072] Specifically, the infiltration regeneration type ultra-thin overlay of this embodiment includes a pre-spread special cementing agent at room temperature and a special asphalt modified ultra-thin overlay with a thickness of 2.5 cm laid on top, wherein the special asphalt modified ultra-thin overlay The overlay is prepared by mixing the following raw materials in parts by weight: 96 parts of stone material, which is basalt, 4 parts of filler, which is limestone powder, and 6 parts of special modified asphalt mixture.
[0073] Among them, the special cementing agent at room temperature is prepared by mixing the following ...
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