Prior Art
[0001] Macadam is a combination of quarried, crushed stone and a binder, usually a hydrocarbon
bitumen. It may be produced by raising the temperature of both components to 150°C-180°C,
and mixing so that the binder coats the surface of the stones. Alternatively, an emulsion
of bitumen in water may be used instead of a hot binder, in which case the resulting
macadam is referred to as a cold macadam or as emulsion macadam.
[0002] The production units for the use of hot or cold binder are normally static, and sited
at a quarry. Transportable production units do exist, but these are always static
during the actual production of Macadam.
[0003] Macadams are of a granular nature and employ predominately a single or nominal sized
stone, the size varying according to the requirement. For instance a macadam may be
available with nominal stone sizes of 3mm, 6mm, 10mm, 14mm or 20 mm. The nominal sized
stone may be combined with smaller sizes in varying proportions to provide an open
textured, medium textured or dense macadam. The material is capable of being heaped,
and the technique of placing is either by hand raking or paving machine. Such a paving
machine is filled with pre-mixed macadam, which it then deposits in a layer on the
surface to be covered. Normally a very thin layer of bitumen (perhaps 0.1-0.2 litres
of 40% bitumen emulsion per M) would be applied to the recipient surface to augment
the adhesion of the new macadam to the surface. This is called a "tack coat" and a
very low level of adhesive bonding is achieved.
[0004] Macadams require mechanical compaction by rolling with metal wheels to achieve both
structural stability and a smooth finished surface. The surface displays voids and
a negative or concave texture. Macadams have good regulating capacity, improve ride
quality and contribute to the structural strength of the road. Open or medium textured
macadams have a high texture depth, and are pervious. They provide good skid resistance,
surface water shedding and drainage and low perceived levels of tyre noise.
[0005] A drawback of macadams is that they do not achieve structural stability in layers
of less than 20 mm, and the normal lower limit for thickness on roads is 30 mm. To
allow for this thickness it is necessary either to remove an equivalent depth of the
substrate, or to raise kerbs and other street furniture. Both of these alternatives
are costly and inconvenient.
[0006] Another example of a product made by combining stone with a bitumen emulsion is Slurry
Seal or Micro Asphalt. This material employs stones of gradually reducing size, smoothly
graded from the maximum size employed to less than 75 microns. The stones are combined
with binder emulsion, water, and other additives, so as to produce a flowable liquid
slurry with no capacity for heaping. The material is placed in layers either by brush,
rubber bladed squeegee, or a towed applicator with rubber sealing gaskets at the leading
edge and elsewhere to reduce material leakage. The layers are normally relatively
thin, i.e. around 3 mm to 20 mm, and the use of slurry seal therefore avoids the problems
of macadams described above.
[0007] Slurry seals are very dense impervious materials which are not normally rolled to
achieve compaction. If rolling is specified, it is with a smooth pneumatic tyred machine.
Slurry seals display a relatively low texture depth. Texture is achieved by designing
the material so that a proportion of the largest stones therin are exposed so as to
provide a positive, or convex texture. Drawbacks of slurry seals are that:
a) They do not contribute significantly to the structural strength of the road.
b) They have limited regulating capacity, tending to follow and reproduce, albeit
to a reduced extent, profile deficiencies in the substrate. In consequence, they will
not significantly improve the riding quality of a road.
c) They are not pervious, and water will be shed across the surface rather than through
the material.
d) They do not achieve high skid resistance, and are not usually recommended for high
speed roads.
e) Thinner slurry seals, e.g. nominal thickness of 3-6mm would not be expected to
provide long service life.
[0008] It is therefore desirable to provide an apparatus for laying a surface for roads
and the like which avoids the drawbacks of a traditional macadam surface, without
the loss of performance that results from using a slurry seal.
The Invention
[0009] The invention provides an apparatus for producing and laying a cold or emulsion macadam
on a surface to be covered, comprising:
means for metering stones and a binder into a mixing chamber;
means for mixing the stones and the binder together in the mixing chamber to produce
the macadam;
means for laying a primer on the surface to be covered;
means for laying the macadam on the surface to be covered, including means for
distributing the macadam laterally and means for controlling the depth of the macadam
laid;
means for moving the apparatus along the surface to be covered such that any part
of the surface is first laid with the primer and then with macadam.
[0010] The apparatus preferably further includes means for providing primer and macadam
for hand application in inaccessible areas.
[0011] The invention also provides a method for producing and laying a cold or emulsion
macadam on a surface to be covered, the method comprising the steps of:
providing a supply of stones and binder within a mobile apparatus;
metering the stones and binder into a mixing chamber within the mobile apparatus;
mixing the stones and binder in the mixing chamber to produce a macadam;
laying a primer on the surface to be covered;
laying the macadam on the surface to be covered, distributing the macadam laterally
and controlling the depth of the macadam laid on the surface.
[0012] The step of laying the primer and the macadam on the surface to be covered may be
carried out by hand in inaccessible areas, with the primer and the macadam being provided
from the mobile apparatus.
[0013] In easily accessible areas, these steps are preferably carried out fully automatically,
and the method further includes the step of moving the mobile apparatus along the
surface to be covered so that any part of the surface is first laid with the primer
and then with macadam.
[0014] Cold or emulsion macadam is used and therefore no heating is required in the mixing
chamber. Cold macadam is non-hazardous in terms of high temperature and fumes, and
is therefore preferable to hot macadam from an environmental and a Health and Safety
point of view. In addition, hot macadam becomes progressively less satisfactory for
laying as its temperature falls, and viscosity of the binder increases. The consequence
of delays is that either the material is rejected or defective work is carried out.
[0015] The binder may be an emulsion of bitumen, polymer modified bitumen or other hydrocarbon
binding agent, and additives may be included to improve its performance.
[0016] Solid components may be conveyed to the mixing chamber by use of a moving belt, a
screw, by air blowing or by gravity. The rate at which these materials are conveyed
may be controlled by adjustment of the linear or rotational velocity of the belt,
air flow, screw or rotary valve, or alternatively by adjustment of a gate or aperture.
[0017] Liquid components may be conveyed by creating elevated pressure in the storage tanks,
pumping or any other means of liquid propulsion.
[0018] The mixing of the stones and binder in the mixing chamber may be carried out by any
design of blending apparatus, provided that thorough and continuous blending is achieved
in the macadam discharged therefrom. An effective design is a horizontal twin shafted
pug mill with contra rotating shafts, and interlocking blades. The length of the pug
mill may be 1 - 2.0 metres long designed such that the components enter at one end,
and are blended en route to the discharge or opposite end.
[0019] The application of the adhesive or priming layer of binder to the road surface may
be effected by a series of spray nozzles placed within a spray bar, such that an even
transverse distribution of binder is made over the operational width. The binder is
conveyed to the spray nozzles under pressure. Other methods of distribution may include
brushing, screeding, extrusion and the like. The distribution rate may be controlled
or varied by effecting a constant flow in the priming binder, and varying the forward
speed of the apparatus, or integrating the flow rate with a variable forward speed.
[0020] The macadam discharging from the blending apparatus is preferably distributed across
the pre-primed operational width required by screw augers which may be rotated in
either direction. As the apparatus moves forward, macadam passes under a screed bar
whose height and inclination may be adjustable as required to provide depth control,
and conform to other features such as camber.
[0021] Screed adjustment may be effected mechanically, hydraulically or electrically by
manual or automatic means. Screed adjustment control may be provided remotely by cabling
or radio transmission, and a platform may be provided at the rear of the screed for
use by the operator. Heating of the screed may be required, and this may be provided
by means such as compressed combustible gas.
[0022] Following the laying of the macadam, the new surface is preferably compacted by rolling,
as previously described.
[0023] By using a priming layer of high performance binder or adhesive, the invention enables
the adhesive strength of the bond between the macadam and the substrate to be greatly
increased. The amount of binder used in the priming layer is preferably between 0.6
and 1.8 litres of binder per M, i.e. significantly more than is used in the traditional
"tack coat" for macadam. The greatly increased bond strength enables the independent
strength of the macadam layer to be reduced below its normal lower limit for independent
structural stability, without adversely affecting the structural stability of the
road. The loss in strength in the macadam is made up for by the increase in bond strength.
[0024] By carefully controlling the application of the priming layer and the macadam, the
invention allows the layer thickness of the macadam to be as low as 15 mm to 25 mm,
dependent on the nominal stone size used.
[0025] In addition, the invention allows macadam to be mixed and laid continuously which
is more convenient than the traditional method of pre-mixing the macadam at a quarry.
It provides independence of any external manufactured material supply source, and
eliminates the normal requirement for manufactured material supply vehicles to operate
in train. The total size and weight of machinery is therefore reduced and access and
manoeuviability are improved. Only sufficient macadam required for laying is manufactured
and wastage is therefore negligible.
Drawings
[0026] Figure 1 is a schematic representation of a side view of apparatus according to the
invention.
[0027] Figure 2 is a top view of the apparatus of Figure 1.
Description of Preferred Embodiment
[0028] Referring to Figures 1 and 2, apparatus according to the invention includes a stone
aggregate hopper 4, which is filled with stones of an approximately uniform size.
Their size depends on the macadam specification and may be, for example, 6, 10, 14
or 20 mm.
[0029] A binder tank 2 is filled with binder material to be used in making the macadam,
and a water tank 3 stores the water that is also required in this process. Additional
liquid components such as chemical additives are stored in tanks 11 and 12. Each tank
includes means for metering its contents into a blender chamber 6, where the binder,
water and stone and any additives are mixed together to make a macadam. Additional
fines or other solids may be fed into the mixture from a solids hopper 5. The rate
of delivery for each component is displayed on an operator's instrument panel (not
shown) and the systems are routinely monitored for consistency and reliability.
[0030] A priming material tank 1 contains binder to be used as the adhesive or priming coat,
applied to the road surface before application of the macadam. This binder is conveyed
to a primer material spray bar 7 under pressure for application to the road. The distribution
rate may be controlled or varied by effecting a constant flow in the priming binder
and varying the forward speed of the apparatus, by adjusting the flow speed, or by
a combination of the two.
[0031] As the apparatus moves forward, macadam is discharged from the blender chamber 4
onto the pre-primed road surface. The macadam is distributed across the operational
width required by screw augers 8 which may be rotated in either direction. Behind
the distribution auger 8 is a screed bar 9 whose height and inclination may be adjusted
by a screed height control 13 as required, to provide depth control and ensure that
the macadam layer conforms to road features such as camber. A platform 10 is provided
at the rear of the screed for use by a screed control operator.
1. An apparatus for producing and laying a cold or emulsion macadam on a surface to be
covered, comprising:
means for metering stones and a binder into a mixing chamber;
means for mixing the stones and the binder together in the mixing chamber to produce
the macadam;
means for laying a primer on the surface to be covered;
means for laying the macadam on the surface to be covered, including means for
distributing the macadam laterally and means for controlling the depth of the macadam
laid;
means for moving the apparatus along the surface to be covered such that any part
of the surface is first laid with the primer and then with macadam.
2. Apparatus according to claim 1 further including means for providing primer and macadam
for hand application to the surface to be covered.
3. A method for producing and laying a cold or emulsion macadam on a surface to be covered,
the method comprising the steps of:
providing a supply of stones and binder within a mobile apparatus;
metering the stones and binder into a mixing chamber within the mobile apparatus;
mixing the stones and binder in the mixing chamber to produce a macadam;
laying a primer on the surface to be covered;
laying the macadam on the surface to be covered, distributing the macadam laterally
and controlling the depth of the macadam laid on the surface.
4. A method according to claim 3 further including the step of moving the mobile apparatus
along the surface to be covered so that any part of the surface is first laid with
the primer and then with macadam.
5. A method according to any of claims 3 to 5, further including the step of compacting
the newly laid macadam surface by rolling.