mastic asphalt, asphalt hot mix + grouting asphalt pavements
mastic asphalt, asphalt hot mix + grouting asphalt pavements
mastic asphalt, asphalt hot mix + grouting asphalt pavements
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5.2 Mastic <strong>asphalt</strong>, <strong>asphalt</strong> <strong>hot</strong> <strong>mix</strong> and<br />
<strong>grouting</strong> <strong>asphalt</strong> <strong>pavements</strong><br />
Hot <strong>mix</strong> <strong>pavements</strong> as wearing surfaces<br />
on FOAMGLAS ® compact insulation<br />
systems are available in various<br />
European countries as an alternative to insitu<br />
concrete wearing slabs, <strong>pavements</strong> in<br />
a bed of fine gravel or prefabricated slabs/<br />
paving on spacer pads.<br />
The following describes and illustrates the<br />
main <strong>asphalt</strong> construction systems.<br />
Mastic <strong>asphalt</strong>,<br />
<strong>asphalt</strong> <strong>hot</strong> <strong>mix</strong>,<br />
<strong>grouting</strong> <strong>asphalt</strong> <strong>pavements</strong> etc.<br />
require a knowledge of materials and systems<br />
which require the employment of<br />
specialist companies.<br />
The description of system solutions given<br />
below does not claim to be complete and<br />
is based on the relevant national regulations.<br />
In general, with systems of this type, the<br />
following factors:<br />
- build-up of heat,<br />
- stability and<br />
- live loads under the effect of temperature<br />
should be considered.<br />
The placing of wearing surfaces and work<br />
on the details is a business that must be<br />
carried out by experts. As a manufacturer<br />
of insulation materials, Pittsburgh Corning<br />
wants to document by a wide selection of<br />
projects its solid experience with the versatile<br />
FOAMGLAS ® insulation products<br />
and systems.<br />
Erasmus University, Rotterdam (NL).<br />
The case studies presented do not cover<br />
all technical details, nor do they have any<br />
validity for future liability claims in the<br />
event of damage or system defects.<br />
Transmission of forces and<br />
choice of insulation<br />
If dynamic forces are transmitted under a<br />
pressure cone of ~45° on concrete load<br />
distribution slabs with a <strong>mastic</strong> <strong>asphalt</strong><br />
wearing surface, the distribution effect for<br />
<strong>mastic</strong> <strong>asphalt</strong>, rolled <strong>asphalt</strong>, <strong>asphalt</strong> <strong>hot</strong><br />
<strong>mix</strong> and <strong>grouting</strong> <strong>asphalt</strong> <strong>pavements</strong> is<br />
much lower.<br />
This means that greater layer thicknesses,<br />
or else FOAMGLAS ® products with higher<br />
compressive strengths, must be used to<br />
obtain the same stress resistance.<br />
To avoid the need for extra thicknesses of<br />
the wearing course, FOAMGLAS ® types<br />
S3 or F are normally used.<br />
FOAMGLAS ®<br />
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