The Blend Preparation of Asphalt / Polymer
Large volumes of polymer-bitumen
blends are used in roofing, road surfacing and waterproofing applications,
and the mixing process employed can have a significant effect on both the
technical properties of the resulting blend and the economies of the whole
operation. A number of factors influence the mixing process and it is the
object of this bulletin to describe these factors and their significance
and to outline how the operation may be optimised. |
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Portatile
Polymer Modified Asphalt Manufacture Plant |
NATURE (GRADE) OF POLYMER For a given set of mixing conditions on a given plant, the time required to achieve a homogenous blend of polymer and bitumen will vary with the molecular weight build-up of the polymer, which is reflected to some extent in the final viscosity of the polymer. Higher molecular weight (or viscosity) will give rise to longer blending times, and vice versa. PHYSICAL FORM OF POLYMER The physical form of the polymer influences the blending process in two ways. The smaller the particle size of the polymer, the less reduction is required in any disintegration step in the process. In addition, since smaller particle size means larger surface area per unit mass of polymer, penetration of the bitumen and swelling of the polymer is facilitated and thus more rapid solution is achieved. Powdered polymer grades will therefore disperse and dissolve more rapidly than porous pellets. Indeed, it may be possible to blend powdered polymer with bitumen employing only low shear equipment and without any disintegration stage. Whether this is cost effective depends on the equipment available; if this is already high shear, then the extra cost of powdered polymer may not be justified. |
NATURE AND GRADE OF
THE BITUMEN |
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TYPE OF EQUIPMENT Although there is a wide variety of mixers and dispersers on the market, these can in broad terms be divided into low shear and high shear appliances. In the former, typically paddle or propeller type, no particle size reduction of the polymer takes place, the action being confined to the swelling and dissolving by the bitumen. The mixer serves to maintain homogeneity of composition and uniformity of temperature, providing little heat input itself. In the latter there is a stage in which the polymer particles are physically reduced in size by mechanical/hydrodynamic shear in a rotor-stator combination accompanied by a significant input of heat energy to the mix. Such equipment, whilst functioning as a grinding stage, also provides rapid and efficient dispersion and mixing of the plymer in the bitumen. High shear equipment exists in two forms-the immersion type and the passthrough type. In the former, as the name implies, the rotor-stator combination is mounted on a shaft and immersed in a tank of material, depending on the efficiency of the mixing head to circulate material and achieve homogeneity. In the latter the material is positively passed through the milling equipment mounted in-line between two vessels either by an auxiliary pump or by the action of the mill itself in combination with the head due to gravity depending on the plant layout. Experience has shown that this type of equipment, which ensures that all of the mix passes through the rotor-stator gap, gives much more rapid disintegration-and thus solution-of the polymer than does the immersion type. TIME-TEMPERATURE PROFILE DURING MIXING The ideal mixing process would involve the lowest possible temperature for the shortest possible time (compatible with complete incorporation of the polymer into the bitumen) both from the point of view of economics and to minimise any changes in bitumen or polymer resulting from thermal effects. Whilst the time cycle is a function of the efficiency of mixing and solution, the temperature will to a large extent be a function of the bitumen chosen and its requirements to achieve mobility and initial swelling of the polymer. However, empirically, it has been found that for penetration bitumens used in combination with polymer an operating temperature range of 170-190°C is generally satisfactory. Temperatures above this must be avoided for reasons which are discussed later. |
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STABILITY OF BLENDS
All polymer maintained at elevated temperatures for
long periods will be subject to three competing reactions: increase in molecular
weight, perhaps even leading to gelation, caused by cross linking of the
unsaturated bonds; a similar, oxygen induced, polymerisation; and breakdown
reactions. Additionally bitumens are subject to hardening on prolonged high
temperature exposure. All of these reactions can be minimised by maintaining
close control of operating temperatures and residence times in the mixing
equipment. Additional measures that will reduce any tendency to polymerise
include antioxidants, a relatively expensive route, or nitrogen blanketing of
the mixing vessel, which is very effective.
Basic Plant Construction And Layout
A bitumen/polymer production plant is essentially a simple construction
designed to efficiently mix and dissolve bitumen, residual aromatic extracts and
polymers to form bituminous compounds suitable for use as binders in asphalt
mixes, joint sealants, adhesives, roofing felt coatings, etc.
A plant
normally comprises three stages: * Raw materials storage and handling * Mixing and dissolving * Product storage and loading |
A typical plant will
comprise the following: * Two raw materials bulk storage tanks * Polymer storage and handling area. one or two mixing vessels * High shear disintegrator/mixer * Product storage tanks * Packing/loading facility * Boiler room (hot oil facility) * Control room |
In addition, there is a requirement for plant utilities such as electricity, water, compressed air, hot oil heating, etc., and for facilities such as a laboratory and offices. The ground area required for a plant will depend upon the maximum throughput of the plant.
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