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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

Active Publication Date: 2021-12-17
江苏瑞文戴尔交通科技有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The current ultra-thin overlay technology route mostly adopts the OGFC open-gradation design, and the design void ratio is relatively large. The advantage of this is that it can increase the anti-skid performance of the road surface and reduce the water mist generated when driving in rainy days. Although it has good drainage performance And the function of reducing driving noise, but its shortcoming is that it cannot prevent the water damage of the original road surface
Although the adhesive layer oil is sprayed between the original road surface and the ultra-thin overlay as a waterproof adhesive layer, the effect of the interlayer bonding is far greater than the waterproof effect
At the same time, since the regeneration of the aged asphalt on the original pavement and the closure of capillary cracks on the original pavement are not taken into account, with the loading of time and traffic load, the small diseases of the original pavement will further deteriorate. This bottom-up damage will greatly affect the superstructure The service life of the thin cover, resulting in premature failure of the curing effect

Method used

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Examples

Experimental program
Comparison scheme
Effect test

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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Abstract

The invention discloses a normal-temperature special solid penetrating agent, an ultrathin overlay and a construction method of the ultra-thin overlay. The normal-temperature special solid penetrating agent is a non-emulsified system solid penetrating agent, comprises an infiltration component and a cementing component, and is prepared through mixing, by weight, 100 parts of asphalt, 80-100 parts of heavy cycloalkane distillate oil, 3-5 parts of a styrene-isoprene block copolymer, 16-34 parts of polyamide resin, 3-5 parts of metal oxide, 18-30 parts of a penetrating agent, 0.1-1 part of a cross-linking agent and 100-200 parts of an organic solvent. The infiltration component can infiltrate into an original pavement by 3-4 cm depth, the performance of aged asphalt of the original pavement is recovered, the anti-fatigue characteristic and the crack resistance of a foundation layer are greatly improved, the defects of oil shortage, looseness and the like of the original pavement and the effect of sealing capillary cracks are effectively repaired, and the bonding effect between the original pavement and the ultra-thin overlay can be effectively enhanced through the bonding component, so layering and separation are not easy.

Description

technical field [0001] The invention relates to the technical field of municipal road construction, in particular to a normal-temperature special cementing agent, an ultra-thin overlay and a construction method thereof. Background technique [0002] Research on functional overlays belongs to the category of expressway maintenance, and is applicable to asphalt pavement of various grades of highways for disease prevention or repair, improvement of skid resistance and other performance, and structural strength meeting the requirements of use. According to the thickness of paving, functional overlays can be divided into the following three types: ultra-thin overlays with a thickness of less than 25mm, thin-layer overlays with a thickness greater than or equal to 25mm and less than 40mm, and overlays with a thickness greater than or equal to 40mm and less than 60m noodle. Among them, the ultra-thin overlay asphalt concrete wearing course technology is mainly used for preventive ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C09D195/00C09D191/00C09D177/00C09D7/65C09D7/61C09D7/63C04B26/26E01C7/32E01C7/35
CPCC09D195/00C09D191/00C09D7/65C09D7/61C09D7/63C04B26/26E01C7/325E01C7/353C04B2111/0075C08K2003/2296C08K2003/2206C08L91/00C08L77/00C08L53/02C08K3/22C08K5/06C04B14/02
Inventor 屠文杰戴锋
Owner 江苏瑞文戴尔交通科技有限公司
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