METHOD OF HIGH-TEMPERATURE MIXING AND THEN SHOCK-COOLING BITUMINOUS ROAD SURFACING MATERIALS

Abstract: A method of manufacturing asphalt concrete (for exam­ ple of draining type), comprising subsequent to the mixing of stone material and binding agent the addition of water and stirring the compound, so that the temperature of the compound decreases and counteracts separation of the material.

Description: Method of manufacturing bituminous material for road surfacing by subjecting the material to temperature shocks subsequent to the mixing of binding agent and stone material At the making of a bituminous road surface, the bituminous material must meet different requirements in respect of the temperature in the different phases of work. - from the manufacture of the material in the asphalt works to the compacting of the material laid out on the road. In certain types of road surfacing it can be difficult to meet the requirements by the use of known art. A typical such case applies to draining asphalt concrete, which has received its name because it readily allows water to pass therethrough and prevents water from accumulating on the road. The prerequisite for this is a high content of communicating voids. This is brought about in that the asphalt concrete is composed of so much coarse and so little fine stone material fractions that the cavities between the coarse stone grains only to a small degree are filled with fine stone grains. The coarse stone grains form in this way in principle a coherent stone framework with bitumen as binding agent. The finest stone material can be imagined to be absorbed substantially entirely by the binding agent and thereby increases the thickness of the binding agent on the coarse stone grains. One condition for a satisfactory service life of an asphalt concrete is a sufficient amount of binding agent. This has proved to be a difficult requirement for draining asphalt concrete. The capillary forces are insufficient to retain the binding agent in the loose material with very coarse voids, and at the normal temperatures at the manufacture of the asphalt concrete the binding agent runs off from the coarse stones and takes along fine stone material and accumulates on the bottom of material supplies and loaded carts. This problem certainly can be eliminated by manufacturing the material at temperatures substantially lower than normal. The binding agent thereby becomes so viscous, that its running-off is of no practical importance, unless the binding agent content is unnecessarily high. The lower temperature, however, enforces a longer mixing time and thereby reduces the capacity of the sphalt works. In spite of the longer mixing time, there still is risk of insufficient mixing. A lower mixing temperature is disadvantageous also in other respects. It can be difficult to maintain the temperature within the narrow limits set by the risks of running-off and insufficient mixing, due to the varying water content of the stone material fed into the rotary drier of the asphalt works, and the asphalt works often operate with a varying production of different types of material, and in normal asphalt works the mixing temperature cannot be lowered or raised rapidly so as to be adapted to a special type of at erial. According to known art, the manufacture was carried out at a temperature so low that the running-off was not unacceptably high and/or fibres and other materials were added in order to stop the running-off. The present invention has the object to eliminate the aforesaid problems by a simple and economic method. This object is achieved in the manner as follows. The dried stone material and the binding agent are first mixed at a temperature so high that the binding agent assumes a viscosity so low that it readily is distributed over all stone material and wets the same. The mixing temperature, more precisely, should be higher than the temperature corresponding to the viscosity 500 cSt of the binding agent. Thereafter, a suitable amount of water is added while the material is continued to be stirred or stirred again. The water is thereby evaporated, and the material is rapidly cooled. The binding agent thereby assumes a viscosity so high that the running-off of binding agent at the subsequent handling of the material does not constitute a practical problem. The process, thus, presupposes that the material immediately after the water treatment assumes a temperature exceeding the boiling point of the water. When using the right technique, the evaporation of the water proceeds so rapidly that the water does not act negatively on the adherence between stone surface and binding agent. The high temperature of the stone material at the mixing with the binding agent promotes the adherence. In spite thereof, when the stone material is acid it can be necessary to add adhesion agent, in order to prevent the binding agent in the completed coat lateron from being pushed aside by water, and the surfacing from being destroyed prematurely. When water is being added, troublesome foam formation can occur, which, however, can be damped by anti-foaming agents to such a degree that it does not imply an inconvenience. As anti-foaming agents in this connection silicones have proved suitable, added either to the binding agent or to the water. At a special embodiment according to the invention, hydrated lime is used in the water. The lime reacts with the naphtenic acids in the asphalt bitumen, and the naphtenates formed act as adherence agents. At an insufficient content of naphtenic acids, the binding agent can be mixed with a small amount of fatty or resin acids, for example tall oil. Lime has been used since a long time ago for improving the adherence, but then it was added to the stone material prior to the addition of the binding agent. This has given rise to problems with unhealthy dust formation and also required a relatively great amount of lime to be added in order to achieve the desired effect, which rendered the process expensive. As an alternative to lime adherence agents of amine type were used which, however, are toxic and can be hazardous from a working environment aspect. Draining asphalt concrete is a kind of open asphalt concrete. Its contrast is sealed asphalt concrete. In reality, there exist all variants between open and sealed asphalt concrete with more or less pronounced problems of running. In a hot climate there also exists the problem of the material, of which type it may be, to cool sufficiently rapidly so that it can be rolled. A temperature shock treatment according to the invention can imply rationalization of the work. The same applies to an alternating production of compounds with different requirements on the manufacturing temperature. The shocking effect according to the invention is interesting also at all kinds of bituminous surfacings where heat-sensitive additives are used to improve the properties of the surfacing. Examples of such additives are rubber and polymers, which at a high temperature are broken down. The breaking-down speed increases substantially with the temperature. After the shock treatment, therefore, the break-down proceeds much slower, and there remains a sufficient amount in the surfacing for obtaining the desired effect by the agent. Example A series of mixing experiments have been carried out in the laboratory with and without silicone as foam-quenching agent and with and without adherence agents. As regards silicone, the alternatives 0,001 per cent by weight in the binding agent (quality for admixing in oil) and 0,02 per cent by weight in the water (quality for admixing in water) have been tested. As regards adherence agent, the alternatives 0,4 per cent by weight adherence agent of amine type in the binding agent and 1,6 per cent by weight slack lime in the water have been tested. The water amount in all cases was calculated as per cent by weight of the compound. As regards stone material and binding agent, the composition was maintained constant throughout the entire series. The stone material substantially consisted of crushed granite and had the grain size distribution as follows: 8 - 12 mm 54,b % 4 - 8 mm 25,7 % 0,074-4 mm 16,6 % -0,074 mm 3,3 % The binding agent consisted of asphalt bitumen with the penetration of about 80 and the acid value of about 2,5 mg KOH/g. The binding agent content in the completed compound was 5,2 per cent by weight. The stone material as well as the binding agent had the 0 temperature of 150 C when the mixing was commenced. After 30 seconds mixing in a counter-current mixer water was sprayed on the compound while the mixing continued. The spraying lasted 15 seconds. In the compounds thus manufactured the adherence was studied according to the rolling flask method, at which 120 g compound was rolled in 100 g distilled water for 24 hours, while studying the stripping of the binding agent from the stones. The result is listed in the table. Results 1 = no stripping 4 = substantial stripping Witout silicone Silicone in Silicone in bitumen water Without adherence agent 4 4 LI With amine in the bitumen 1 1 1 With lime in the water 4 3 2 A corresponding compound without adherence agent and without silicone manufactured at 1200C without water shocking yielded at the same test the note 4, ige. substantial stripping. 0 At one experiment a thermos bottle heated to 120 C was filled with compound immediately after the addition of all water. The temperature was followed by a thermistor inserted into the compound. After 10 minutes the 0 temperature was 113 C. Thereafter no appreciable in- crease in temperature occurred. After 5 hours the temperature was 1100C. In all cases no running of binding agent in the compound was observed.

Claims: Claims 1. h method of manufacturing bituminous material for road surfacing (especially of draining type), c h a r a c t e r i z e d i n that subsequent to the mixing of the dried stone material and binding agent at a temperature exceeding the temperature corresponding to the viscosity 500 cSt of the binding agent, water is added to the compound at the same time as the compound is stirred in order to rapidly reduce theF'temp- erature of the compound, substantially by evaporation of the water. 2. A method as defined in claim 1, c h a r a c t e ri z e d i n that foam damping agent is added to the binding agent or water. 3. A method as defined in claim 1 or 2, c h a r a c t e r i z e d i n that adherence agent is used. 4. A method as defined in claim 1 or 2, c h a r a c t e r i z e d i n that hydrated lime is added to the water for improving the adherence in the road surfacing. 5. A method as defined in claims 1-4, c h a r a c t e r i z e d i n that rubber, polymer or other heat -sensitive material is admixed to the binding agent or compound prior to the water addition.

Inventors: ROSENGREN, AKE, WAGBERG, LARS-GORAN, WIDEN, OLLE, Wagberg, Lars-Göran
Applicants: STATENS VAG- OCH TRAFIKINSTITUT VTI
Application year: 1983
Main classification: E01C7
IPC codes: E01C19, C08K3, E01C11, E01C7