MASTIC ASPHALT CONCRETE PAVEMENT METHOD AND CONCRETE USING SAME

In the preface to explain a hole of the device hereinafter with reference to the drawing. However the device can be embodied in the form of several different, the taught herein and not the confined within the example embodiment. The device described in drawing and clearly account for when the dispensed portion that is independent, like part subjected to a similar drawing code is configured to receive through the entire specification.

The entire specification, any portion "connected" when that the synthetic resin, this "connected directly" as well as when, the other interposed therebetween intermediate, when "indirectly connected" comprises a unit. In addition any components that "comprising" when any portion, particularly the opposite substrate components without other components of the other number which is further switched to each other.

In a preferred embodiment of the present invention hereinafter with reference to the attached drawing up an example according to a mastic asphalt paving layer herein disclosed.

In the embodiment of the present invention one in a mastic for asphalt pavement concrete (100) in, reinforcement plate bridge, concrete floor slab resting, or compression cement concrete road surface layer (10) and, said road surface layer (10) made of 7 or epoxy adhesive layer formed on rubber orgin bituminous (30); and, said adhesive layer (30) formed on a mastic asphalt binders 7 provided 10 wt %, a packaging layer including a mastic asphalt aggregate 90 provided 93 wt % number 1 (40); and said mastic asphalt number 1 packaging layer (40) including a mastic asphalt aggregate number 2 formed on a coarse aggregate 10 provided 13 mm during packaging layer (50) comprising a, said mastic asphalt binder the aggregate, when pressure of the crude oil, made a straight asphalt 70 provided 85 wt % generated contains hydrogen, styrenic block copolymer, polyethylene (polyethylene), polypropylene (polyprophylene), nylon (nylon), vinyl chloride (vynil chloride), ethylene methacrylate (ethylene methacrylate), ethylene propylene rubber (ethylene propylene rubber), ethyl vinyl acetate random copolymer (ethylvynil acetate random copolymer), natural rubber (natural rubber), polybutadiene (polybutadiene), polyisoprene (polyisoprene), butyl rubber (butyl rubber), styrene - butadiene rubber (styrene butadiene rubber), a resinous phase dispersed in rubber (polychloro prene rubber), at least one selected or mixed polymer modifier 3 provided 8wt %, about 70 wt % asphaltene (asphaltene) insulates the degree, the other end [theyn (maltene) including the oil resin components knight reinforcing number 5 provided 15 wt %, carboxyl anhydride (Carboxylic anhydride), carboxylic what [phyu ester (carboxylic acid ester), sulfonic acid (sulfonic acid), phosphoric acid (phosphoric acid), (acid chloride), phenol (phenol) including a mixture of at least one of the one or more stable body 1. 1 A-7wt % including a bituminous binder composition 7 provided 10 wt %, including the mixing capacity and 90 provided 93 wt %, said aggregate materials compositions include an aggregate temperature 220 provided 300 °C mixed at, said asphalt binder composition can be mixed in 150 provided 170 °C itself ensuring a good fluidity can be molded without the compaction.

In addition road surface layer (10) is turned bridge plate reinforcement, type layer (20) to be compared to it will include. In said layer (20) is MMA (Methyl Methacrylate) zinc can be use.

In said layer (20) containing a corrosion-proof for zinc powder, zinc MMA excellent adhesion can be to use a primer. MMA zinc primer comprising a cured number which is curable with CVD, curing time can be.

Figure 1 shows a packaging material layer of the present invention is shown in the embodiment according to the one mass also are disclosed.

The reference also 1, the aggregate aggregate grain size and critical mouth style compared to general asphalt pavement asphalt mixture for offering packed in the case of nine [su, aggregate, ratings to the mechanical properties of a mastic (Mastic) binder is important disclosed.

In the embodiment according to one of the present invention a mastic asphalt binder, polymer modified number, including reinforcing number knight electromagnetic wave is natural asphalt, and concrete hydrocarbon part comprising the number for preventing thermal, stability and system having a capable of mastic asphalt paving layer.

A mastic asphalt paving method asphalt plant temperature maintaining asphalt mixture moving through, it sends to spill, compaction in-situ asphalt mixture can flow without installation of the advancing direction of flow are disclosed. In order to maintain the quality of a mastic for smooth construction and quality of the bituminous binder is important disclosed.

In the embodiment according to one of the present invention a mastic asphalt mixture for offering packed fine insulation by road surface is straight asphalt, polymer modified number, including thermal comfort and strength reinforcing number using number knight ensure stable shape can be mass tic.

The mastic asphalt paving fatigue crack resistance and deformation is formed using nine [su bituminous binder resin having excellent excellent durability and is advantageous in that the may have.

In addition high temperatures so that a mastic asphalt concrete is concrete construction after heating so as hydrocarbon is generated about point door number, heat stable crosslinked number (cross link agent) in number in the present invention, carboxylic anhydride (carboxylic anhydride), carboxylic acid ester (carboxylic acid ester), sulfonic acid (sulphuric acid), (acid chloride) or a phenolic (phenol) number can be made functional thermal comfort such as added reinforcement.

Polymer modified number include, when pressure of the crude oil, made a straight asphalt 70 provided 85 wt % generated contains hydrogen, styrenic block copolymer, polyethylene (polyethylene), polypropylene (polyprophylene), nylon (nylon), vinyl chloride (vynil chloride), ethylene methacrylate (ethylene methacrylate), ethylene propylene rubber (ethylene propylene rubber), ethyl vinyl acetate random copolymer (ethylvynil acetate random copolymer), natural rubber (natural rubber), polybutadiene (polybutadiene), polyisoprene (polyisoprene), butyl rubber (butyl rubber), styrene - butadiene rubber (styrene butadiene rubber), selected from one or more of a resinous phase dispersed in rubber (polychloro prene rubber) can be a mixture of one or both of use.

In the embodiment according to one of the present invention as a mastic asphalt binder blend, natural asphalt is used with knight, which has highly excellent , ensure the adaptability can be warp resistance and weather resistance.

Asphalt (asphalt) changes as residue remaining after the evaporation of volatile components from among the crude, mainly hydrogen and carbon is used, a small amount of nitrogen, sulfur, oxygen chemically combined with extremely complex compounds of the following structure are disclosed. The wrapper of inorganic fiber aggregate difference mainly keeps road laying are used widely.

This asphalt over naturally occurring petroleum asphalt asphalt flow tides. Said rake (lake) natural asphalt is asphalt, lock (rock) asphalt, sand (sand) asphalt, night (Gilsonite), him dismount [thu (Grahamite), at least one of the classification to the pitch has a 632.8 (Glance Pitch) oh the [su it sells tie [thu (asphaltite) can.

Asphalt is a micro heater liquid above a threshold, as is in a thermal cured at a low temperature, in order to enhance its workability or aggregate or both of an asphalt pavement work warmed construction as follows.

Asphalt concrete composition is long distance transport to a construction site in production plant carrying truck prevent separation of split construction or foreseeable time when the equipment is in automobile emergency power supply pipe after been cured composition asphalt concrete and asphalt concrete gun opinion difficult, compaction or aggregate and binder which does not complete a package quality good adhesion between bonded substrate.

The reasons aforementioned conventional asphalt concrete and cured at a low temperature to soften the asphalt heat as a season or physical property such as various construction and system for packaging not carrying distance to the construction that cure upon physical properties such as a season or carrying distance and various construction and system for packaging not secure sufficient workability construction a jacket must been performed by applying necessary to obtain sufficient flexibility.

Recent asphalt concrete a fabricated carbon dioxide gas to reduce the effort to the development of compositions the middle mildness asphalt concrete, i.e. an upper hot asphalt to produce a flexible cloth and packaging the regenerators but even that faces the use and further asphalt concrete quality etc.. Specifically in the case of the production of a fast general asphalt concrete temperature 145 provided 165 °C, modified asphalt concrete has 160 provided 185 °C because, to the production of such asphalt concrete temperature 100 provided 135 °C can be installed (i.e., asphalt concrete mixing temperature than conventional degree can be installed by about 30 °C) use of about 30% or more can reduce fuel, as a result about 14% degree of carbon dioxide can be reduced.

Asphalt mixture, specifically natural asphalt mixture is commonly used in the art but not specifically defined if natural asphalt mixture, preferably straight asphalt, rake (Trinidade lake) asphalt, asphalt or a mixture of at least one selected from (Trinidad epure) good use, more preferably 20 to 40 of straight asphalt intrusion also natural asphalt, for example rake asphalt and/or good use of asphalt mixture, more preferably 70 to 80% by weight and 20 to 40 of straight asphalt intrusion also made a 20 to 30% by weight asphalt or rake asphalt use natural asphalt mixing recommendations substrate.

Said asphalt and/or (Trinidad epure) use natural asphalt rake can be asphalt.

Said electromagnetic wave is knight natural asphalt, solid nature of natural 72 black brown appearance as it is alternatively asphaltene (asphaltene) or chemically similar to that of coal or penetration asphalt which 70 wt % or more, the oil resin component other end [theyn (maltene) made of disclosed.

The mastic asphalt pavement significantly accomplishing the next execution of option. I.e. laying blistering (blistering) without careful substrate.

Blister ring, an inert gas ion irradiated surface damage as the Image of solid material comprises a vessel ID and password. Blister ring irradiated material, ion type, dose, linear velocity, energy, dependent on temperature substrate. the pin is a critical dose dependent parameter. When increasing the dose blister skin peeling away since 2n. erosion of the material.

Mixture for the delivery cooker is used, with the stirrer should heating device and heating cooker. When the temperature of the mastic asphalt mixture exiting the mixer asphalt plant at the point in time in the range of 180 provided 240 °C should said mixer asphalt plant. Cooker in 30 min or higher after the mastic asphalt mixture in cooking wherein outlet temperature of within the range of 220 provided 260 °C multi-preferably.

The mastic asphalt concrete pavement (a) reinforcement plate hole from a bridge, concrete floor slab resting bridge, or compression cement concrete road pavement surface polishing layer (10) on (s10) forming, said road surface layer (10) made of rubber-based or epoxy adhesive layer applied on the upper surface of bitumen adhesive number 7 (30) (s20) forming; on, mastic asphalt binder mixing aggregate to form a mixture formed in the mixture forming step (s30) (s30) on said disk plant storage, heating, agitating and transporting (s40); and said said conveyed mixture adhesive layer (30) comprising the step of installation on (s50).

The mastic asphalt mixture progressing the formation of said asphalt plant storing said mixed mastic asphalt mixture, heating, agitating and transporting (s40) wherein the mobile plant (cooker) can be performed.

The cooker is generally designated and which is mounted on said vehicle for laying, said asphalt plant produced a mastic asphalt mixture in 1 180 provided 220 °C multi-difference of mastic asphalt mixture 220 provided 240 °C to bring a cooker stored at a mobile plant, heating, stirring, preferably carrying.

Said gun tongue tip orgin (s50) wherein the mobile plant produced by re-machining the fluidity of asphalt mixture mixture using mass ticks 220 provided 240 °C without compaction can be as an etch mask.

Said road surface layer (10) is turned bridge plate reinforcement, said adhesive layer (30) (s20) before the pressure reacted layer (20) comprising forming (s15) can be. For the aforementioned efined in the polymeric layer.

Said finisher deck (deck finisher) can be accomplished by a mastic for keeping asphalt mixture gun opinion.

Figure 2 shows a configuration of the finisher is deck is shown in a generally are disclosed.

The reference 2 also, deck finisher (110) includes a finisher body (111) air are formed on opposite sides of the support frame of the (112) by said finisher body (111) is supported to be in the nanometer range. Said support frame (112) provided at the lower driving wheels (113A) frame having a support wheel (113) with a finisher body (111) rail (114) to travel back and forth along therearound. And said finisher body (111) provided at the lower finisher body (111) and left along while concrete of pre-that the (115) is provided on the disclosed.

In the case of a shock absorbing device of the present invention mobile plant through a high temperature mastic asphalt mixture one in the embodiment according to multi-thickness as the concrete vibrator kept even without additional equipment such as excellent durability and exhibits reinforcement plate bridge, concrete floor slab resting bridge, or mastic asphalt paving layer compression cement concrete road maintenance of suitable packaging (100) can be achieved at a.

The present invention refers to a specific example embodiment shown and described but in connection with, a number of technical idea of the present invention hereinafter by claim in which ball from deviating from a limit, the present invention can be varied and modified in a person with skill in the art that various to-case in sugar industry will.