[0001] The invention relates to a engineered gateway for selectively allowing road vehicles
to pass through, comprising a road section provided with a pavement surface with differences
in height, such as a pattern with lowered sections, such that vehicles which have
a wheelbase and/or a track width and/or a tyre size less than a nominal value are
not able to pass through.
[0002] An engineered gateway of this type is known. It is widely used in those circumstances
where it is desirable, for example, to allow a public transport bus to travel along
a certain route that is prohibited to other traffic. Such a case arises, for example,
under circumstances where rat run traffic has to be kept out of a built-up area, whilst
public transport has to be given easy access. Simply installing no entry signs is
found not to be adequate for this purpose. Especially in the case of rat run traffic
that is confronted by such a ban every day, there is a discernible trend that in the
longer term the ban is ignored.
[0003] In these cases measures must be taken that make it physically impossible for a vehicle
that is not permitted, frequently a car, to pass through. Various suggestions have
already been made in this regard. A first possibility relates to the installation
of a movable barrier (for example lift barriers), which opens as soon as an authorised
vehicle has to pass through. A further possibility is to install a permanent engineered
gateway, consisting of locally raised and lowered road sections. The dimensions thereof
are so chosen that a relatively large vehicle, such as a public transport bus is able
to pass through easily. However, smaller vehicles drop into the lowered road section
or become stuck on the raised road section. As a result, the chassis makes contact
with the higher road sections, such that the vehicle is stranded and in the worst
case is damaged.
[0004] The advantage of this latter possibility is that this is relatively inexpensive and
low maintenance. There is no need for moving parts and sensors, which require maintenance
and can also easily be rendered inoperative or damaged. Nevertheless, the engineered
gateway with a lowered surface also has disadvantages. As a consequence of the nature
of this construction, the traffic that is permitted also has to pass through cautiously.
A further disadvantage is found when buses with a low access platform pass through.
These have a relatively small ground clearance, as a result of which there is a high
risk that the underside of the bus becomes damaged by the relatively high parts of
the engineered gateway. Of course, this problem arises mainly in the case of heavily
loaded buses.
[0005] The aim of the invention is, therefore, to provide an engineered gateway of the permanent
type described above that does not have these disadvantages. Said aim is achieved
in that the lowered sections are determined by elongated patterns oriented obliquely
with respect to the axis of the road section.
[0006] These elongated patterns preferably comprise continuous grooves and are matched to
the dimensions of a car in such a way that the latter could become stuck in them when
passing through. Vehicles with a larger wheelbase, such as public transport buses,
are, however, able to pass through easily, even without reducing speed too much. The
oblique direction of the patterns/grooves has the effect that the relatively broad
tyres of such larger road vehicles make a gradual transition from the one edge of
the grooves to the opposing edge, such that the wheels barely drop into the grooves.
[0007] The grooves can be made in various ways. According to a first possibility, they each
extend continuously from the side to approximately the centre of the road section.
According to an alternative possibility, the patterns comprise series of at least
two grooves, which series extend from the side to approximately the centre of the
road section.
[0008] The grooves can extend from both sides of the road section, the grooves that extend
from the one side being at an angle to the axis that is opposed to that of the grooves
that extend from the other side. Furthermore, the grooves that extend from the one
side of the road section can be offset with respect to the grooves that extend from
the other side. The width of the grooves is preferably greater than the width of a
tyre of a nominal car.
[0009] Reference has been made above to the wheelbase. This is the distance from the front
wheel axle to the rear wheel axle. The track width is defined as the distance from
the centre of the left wheel to the centre of the right wheel on one and the same
axle.
[0010] The invention will be explained in more detail below with reference to an illustrative
embodiment shown in the figures.
Figure 1 shows a plan view of the engineered gateway, with a car.
Figure 2 shows a plan view of an engineered gateway, with a bus.
Figure 3 shows the view III-III from Figure 2.
Figure 4 shows the view IV-IV from Figure 1.
[0011] An engineered gateway according to the invention intended for selectively allowing
road vehicles to pass through is shown in plan view in Figures 1 and 2. The engineered
gateway comprises a road section 1, enclosed on both sides between boundaries 2, 3.
Four elongated grooves 4 - 7 which are oriented obliquely with respect to the road
axis 8 have been made in the road section.
[0012] In the illustrative embodiment shown, two elongated grooves 4, 5 and 6, 7 have been
made on each of the sides 2, 3, respectively, which grooves extend approximately as
far as the road axis 8 and overlap one another.
[0013] In Figure 1 it is shown that the distance between the elongated grooves 6, 7 and
4, 5 differs, so that the front wheel 10 and the rear wheel 9 of each car drop into
these grooves. The consequence of this is that on one side the car 11 drops down into
the elongated grooves 6, 7 and the underside thereof makes contact with the pavement
surface 12. As a consequence of this, the road vehicle 11 is stranded and the underside
is possibly also damaged. The engineered gateway is thus an effective barrier for
cars.
[0014] The situation is completely different when the engineered gateway is used by a bus,
as shown in Figure 2. The wheelbase w of the bus is so large that it is never possible
for two wheels on one side to drop into a groove 4 - 7 at the same time. The track
width is indicated by letter s. As shown in Figure 2, one of the rear wheels 9' is
located at the elongated groove 4. However, the other three wheels are firmly on the
pavement surface 12, so that the bus 11' is hardly impeded.
[0015] An additional factor is that the width and the diameter of a tyre of a bus 11' are
so large that the tyre barely drops into the groove 4. The width of the tyre also
plays a role here: the tyre can cross fairly gradually from the one side edge to the
other side edge of the groove 4, 5, which additionally counteracts dropping down.
[0016] However, as shown in Figure 4, the dimensions of a tyre for a normal car are such
that this drops down appreciably further and will result in the vehicle becoming stranded.
1. Engineered gateway for selectively allowing road vehicles (11, 11') to pass through,
comprising a road section (1), the pavement surface (12) of which has lowered sections
(4 - 7) such that vehicles which have a wheelbase and/or track width and/or tyre size
less than a nominal value are not able to pass through, characterised in that the lowered sections (4 - 7) are determined by elongated patterns (4 - 7) oriented
obliquely with respect to the axis (8) of the road section (1).
2. Gateway according to Claim 1, wherein the patterns comprise grooves (4 - 7) that each
extend continuously from the side (2, 3) to approximately the centre of the road section
(1).
3. Gateway according to Claim 1 or 2, wherein the patterns comprise series of at least
two grooves, which series extend from the side (2, 3) to approximately the centre
of the road section (1).
4. Gateway according to Claim 2 or 3, wherein grooves (4 - 7) extend from both sides
(2, 3) of the road section (1).
5. Gateway according to Claim 2, 3 or 4, wherein the grooves (4, 5) that extend from
the one side (2) are at an angle to the axis (8) that is opposed to that of the grooves
(6, 7) that extend from the other side (3).
6. Gateway according to Claim 5, wherein the grooves (4, 5) that extend from the one
side (2) of the road section (1) are offset with respect to the grooves (6, 7) that
extend from the other side (2).
7. Gateway according to one of Claims 2 - 6, wherein the grooves (4, 5) that extend from
the one side (2) are oriented approximately perpendicularly with respect to the grooves
(6, 7) that extend from the other side (3).
8. Gateway according to one of Claims 2 - 7, wherein the grooves (4, 5) that extend from
the one side (2) of the road section overlap the grooves (6, 7) that extend from the
other side (3) in the direction transverse to the axis (8).
9. Gateway according to one of Claims 2 - 8, wherein two grooves (4 - 7) extend from
each side (2, 3).
10. Gateway according to one of the preceding claims, wherein, in the direction of the
axis (8), the distance between the grooves (4, 5; 6, 7) that extend from one side
(2; 3) of the road section (1) is approximately equal to the wheelbase of a nominal
car (11).
11. Gateway according to one of the preceding claims, wherein, in the direction of the
axis (8), the centre-to-centre distance of the grooves (4, 5; 6, 7) that extend from
one side (2; 3) of the road section (1) is approximately equal to 2 to 5 m.
12. Gateway according to one of the preceding claims, wherein the width of the grooves
(4 - 7) is greater than the width of a tyre of a nominal car (11).
13. Method for the use of the gateway according to one of the preceding claims, wherein
the configuration of grooves is such that certain vehicles drop into the grooves with
at least two wheels at the same time on one side (left or right), but not on the same
axle.