[0001] It is known that particularly at the location of so-called engineering structures,
such as viaducts and bridges, expansion joints in a road surface are necessary so
as not to allow thermal expansion to have essentially any influence on thermal stresses
which could result in cracking and fracture. Use is for instance made of edges on
parts of a road construction consisting of for instance asphalt or concrete in the
form of metal edges which engage with mutually staggered teeth.
[0002] It is an object of the invention to provide a method with which in very simple, inexpensive
but nevertheless very reliable manner a join between adjoining parts of a road construction
can be manufactured.
[0003] This objective is achieved according to the invention with a method for arranging
an expansion joint between adjoining parts of a road construction consisting of for
instance asphalt or concrete, the upper surfaces of which parts are situated in one
main plane, particularly at the location of bridges, viaducts and other engineering
structures, which method comprises the following steps of:
(a) placing the adjoining parts with some mutual transverse distance relative to the
road construction, for instance by separating a continuous construction into parts;
(b) arranging or recessing a groove on the relevant mutually adjoining transverse
edge of the parts prior to or following step (a) such that an elongate space extending
in transverse direction is bounded by adjoining grooves;
(c) placing in said space a flexible and stretchable hose extending substantially
over the whole length of this space;
(d) causing the hose to contract in transverse direction by suction prior to or following
step (c);
(e) applying glue between the walls of the space and the hose prior to or following
steps (c) and (d);
(f) causing the hose to expand by inflation such that it is brought into contact with
the glue along a substantial part of its side surfaces;
(g) subsequently allowing the glue to cure;
(h) finally releasing the expansion of the hose such that the hose forms a joint element
between said parts, which joint element can follow changes in the mutual distance
between these parts and thus in the side walls of said space while retaining the contact
therewith.
[0004] The method is preferably embodied such that the wall of the hose has a substantially
prismatic, general wave shape on its upper side and/or underside, such that the hose
can follow said changes during operation of the joint element without substantial
tensile forces in tangential direction in this wall and tearing forces between the
glue on the one hand and the hose and the side walls of said space on the other. The
essential absence of significant tensile forces in the wall of the hose and between
the hose and the glue respectively the glue and the walls of the space ensures a very
long lifespan of the joint.
[0005] A preferred embodiment further has the special feature that the space is defined
by two elongate, generally prismatic insert edge elements which are connected non-releasably
to the relevant edges of the parts and have a form such that their upper surfaces
form part of said main plane, which insert edge elements have a composition such that
they have a high resistance to cracking, crumbling, ageing and other forms of mechanical
and chemical degradation. This embodiment is recommended above a simple variant, in
which the space is determined by the road surface elements themselves. Both asphalt
concrete and concrete, certainly in the case of longer use, cannot withstand without
problems the sustained impact load from passing traffic. The edges can hereby crumble
away, cracking can occur and an increasing noise load can further occur due to the
increasing width of the free space between the road surface parts.
[0006] It is noted that it is necessary to avoid the free distance at the height of the
upper face of the road surface between the road surface elements becoming larger than
is strictly necessary, and it is certainly necessary to avoid this happening in uncontrolled
manner. The above described variant provides for this. The distance between the road
surface elements, even in the case of extreme cold, can be substantially smaller than
in known joint constructions. The noise load by passing traffic is hereby substantially
smaller in the case of the joint according to the invention than in known constructions.
[0007] The above stated variant can advantageously have the special feature that the insert
edge elements consist of plastic-bonded mortar, wherein the plastic is for instance
polyurethane, ethyl acrylate or epoxy.
[0008] An alternative consists of the insert edge elements consisting of mortar with steel
fibre reinforcement.
[0009] In this latter embodiment the method can have the special feature that the steel
fibers have lengths in the range of about 5-30 mm.
[0010] A specific embodiment makes use of the insert edge elements which, by casting using
a formwork, are formed from a material which when curing adheres to the material of
the parts, for instance with an adhesive strength of about 3 N/mm
2.
[0011] The method is preferably performed such that a wall of the space is provided with
a covering which is connected non-releasably to the relevant part, optionally via
an intermediate layer, a glue, or an insert edge element as stated above, as well
as having good adhesive properties with said glue for coupling to the hose.
[0012] This embodiment can advantageously be embodied such that the covering consists of
a plastic, for instance a material based on epoxy, a polyester or the like, optionally
with a reinforcement of fibers, for instance glass fibers.
[0013] The hose can be of any suitable material, provided the hose is flexible and stretchable.
The elasticity is important in respect of the necessary expansion by inflation during
the arranging of the hose as joint element. The ability to stretch is important in
respect of the requirement that in mounted form the hose can follow the variations
in distance between the parts for bridging under all conditions.
[0014] The hose can be of rubber or a rubber-like material. In respect of the requirement
that the hose can have a very long lifespan and is further little susceptible to thermal
influencing of its relevant properties, the method according to the invention can
be embodied such that the hose consists of SBR or EPDM.
[0015] In order to enable easy arrangement of the hose and to ensure that it retains its
position in a natural manner under all conditions, the method can be embodied such
that the space on both its underside and its upper side has a form tapering toward
the free space between said parts. This method also has the advantage that the free
distance between the adjoining parts at the position of the joint at the level of
the main plane, which after all defines the road surface, can be very small.
[0016] Finally, the invention relates to an expansion joint obtained by applying the method
as specified above and in the relevant claims.
[0017] The invention will now be elucidated with reference to the accompanying drawings.
In the drawings:
figure 1 shows a partly broken away perspective view of a part of the road surface
with expansion joints according to the invention;
figures 2, 3, 4 and 5 show the expansion joint according to figure 1 in four successive
phases of the method according to the invention; and
figures 6, 7 and 8 show respective cross-sections through three random embodiments
of a hose which can be used as joint element in the method according to the invention.
[0018] Figure 1 shows a road construction 1 with a number of road surface elements 2, 3
and 4 which are mutually separated by respective expansion joints 5, 6. The parts
2,3 consisting of for instance asphalt or concrete are, as shown particularly in figures
2-5, mutually separated by a space 7. The upper surfaces 8,9 of road surface elements
2,3 lie in one main plane and define the roadway or road surface. Since asphalt concrete
or concrete has the tendency to crumble and crack under repeated impact load, as occurs
when traffic passes, the mutually facing edges of parts 2,3 are provided with prismatic
insert edge elements 10,11 respectively of for instance steel fibre mortar. This material
is cast in the form shown in figure 2 by means of a suitable formwork, wherein adhesion
to part 2,3 respectively occurs through curing. This adhesion can have a value of
about 3 N/mm
2.
[0019] The mutually facing surfaces 12,13 respectively of insert edge elements 10,11 are
covered with a composite covering 14,15 respectively. As shown particularly clearly
in figure 2, these coverings partly bound a substantially prismatic space 16, which
on both its underside and its upper side has a form tapering toward the free space
7 between said parts 2,3.
[0020] It is noted that the word "prismatic" already used above defines a form in which
the cross-sectional form is the same at any axial position.
[0021] In the first phase of the method according to the invention as shown in figure 2,
a layer of glue 17,18 respectively is applied to coverings 14, 15 in the region of
space 16. The recessed parts 19,20 in question can be seen as grooves or elongate
recesses. These are important in respect of the following step according to the invention.
[0022] Figure 3 shows the second phase, in which a hose 22 for instance contracted beforehand
by suction by means of a pump unit 21 (shown in figure 1) is placed in space 16. In
practice the hose is pressed downward with the exertion of a small force such that
it finally extends in space 16 along the whole length thereof.
[0023] Figure 4 shows the phase in which pump 21 is then operated such that hose 22 is inflated
by air under pressure and thus expands into the form shown in figure 4. As will be
apparent, the sides 23,24 of the hose are herein in intensive pressing contact with
the glue, which is chosen such that it can adhere very well to both the material of
the hose, for instance SBR or EPDM, and the material of coverings 14,15, for instance
a composite material, such as epoxy material reinforced with glass fibers.
[0024] The glue can for instance be a two-component glue. Once the glue has cured to a sufficient
extent, the pressure in hose 22 can be released and pump unit 21 can be removed. Connecting
line 25, which connected hose 22 to pump unit 21, is removed and, if required, the
free end of hose 22 is provided with a plug or protected in other suitable manner
against the penetration of dirt, water or the like, at least insofar as this is necessary.
[0025] Finally, figure 5 shows joint 5 in the finished state.
[0026] Figure 6 shows hose 22 in non-tensioned state. It can clearly be seen that in cross-section
its upper side has a general wave shape.
[0027] Hose 25 according to figure 7 has a wave shape on both its upper side and on its
underside.
[0028] Figure 8 shows a hose 26 in which both the upper side and the underside have a multiple
wave shape.
[0029] The object of the structures in question is to ensure that the upper and undersides
allow a certain mobility due to their form, without thereby causing substantial tensile
forces in the wall of the hose in question. These could after all result in premature
degradation of the hose and its adhesion to the walls of space 16.
[0030] It will be apparent from the above description that the method according to the invention
can be embodied in diverse ways, without the scope of the invention being thereby
exceeded. The form of space 16 can for instance be other than shown, while the cross-sections
of the hoses can also be chosen differently.
1. Method for arranging an expansion joint between adjoining parts of a road construction
consisting of for instance asphalt or concrete, the upper surfaces of which parts
are situated in one main plane, particularly at the location of bridges, viaducts
and other engineering structures, which method comprises the following steps of:
(a) placing the adjoining parts with some mutual transverse distance relative to the
road construction, for instance by separating a continuous construction into parts;
(b) arranging or recessing a groove on the relevant mutually adjoining transverse
edge of the parts prior to or following step (a) such that an elongate space extending
in transverse direction is bounded by adjoining grooves;
(c) placing in said space a flexible and stretchable hose extending substantially
over the whole length of this space;
(d) causing the hose to contract in transverse direction by suction prior to or following
step (c);
(e) applying glue between the walls of the space and the hose prior to or following
steps (c) and (d);
(f) causing the hose to expand by inflation such that it is brought into contact with
the glue along a substantial part of its side surfaces;
(g) subsequently allowing the glue to cure;
(h) finally releasing the expansion of the hose such that the hose forms a joint element
between said parts, which joint element can follow changes in the mutual distance
between these parts and thus in the side walls of said space while retaining the contact
therewith.
2. Method as claimed in claim 1, wherein the wall of the hose has a substantially prismatic,
general wave shape on its upper side and/or underside, such that the hose can follow
said changes during operation of the joint element without substantial tensile forces
in tangential direction in said wall and tear away forces between the glue on the
one hand and the hose and the side walls of said space on the other.
3. Method as claimed in claim 1, wherein the space is defined by two elongate, generally
prismatic insert edge elements which are connected non-releasably to the relevant
edges of the parts and have a form such that their upper surfaces form part of said
main plane, which insert edge elements have a composition such that they have a high
resistance to cracking, crumbling, ageing and other forms of mechanical and chemical
degradation.
4. Method as claimed in claim 3, wherein the insert edge elements consist of plastic-bonded
mortar, wherein the plastic is for instance polyurethane, ethyl acrylate or epoxy.
5. Method as claimed in claim 3, wherein the insert edge elements consist of mortar with
steel fibre reinforcement.
6. Method as claimed in claim 5, wherein the steel fibers have lengths in the range of
about 5-30 mm.
7. Method as claimed in claim 3, wherein by casting using a formwork the insert edge
elements are formed from a material which when curing adheres to the material of the
parts, for instance with an adhesive strength of about 3 N/mm2.
8. Method as claimed in claim 1, wherein a wall of the space is provided with a covering
which is connected non-releasably to the relevant part, optionally via an intermediate
layer, a glue, or an insert edge element as claimed in claim 3, and also has good
adhesive properties with said glue for coupling to the hose.
9. Method as claimed in claim 8, wherein the covering consists of a plastic, for instance
a material based on epoxy, a polyester or the like, optionally with a reinforcement
of fibers, for instance glass fibers.
10. Method as claimed in claim 1, wherein the hose consists of SBR or EPDM.
11. Method as claimed in claim 1, wherein the space on both its underside and its upper
side has a form tapering toward the free space between said parts.
12. Expansion joint obtained by performing the method as claimed in any of the foregoing
claims.