EP3555367A1 - Système de canalisation et procédé de montage de celui-ci - Google Patents

Système de canalisation et procédé de montage de celui-ci

Info

Publication number
EP3555367A1
EP3555367A1 EP17822259.2A EP17822259A EP3555367A1 EP 3555367 A1 EP3555367 A1 EP 3555367A1 EP 17822259 A EP17822259 A EP 17822259A EP 3555367 A1 EP3555367 A1 EP 3555367A1
Authority
EP
European Patent Office
Prior art keywords
gutter
channel
sealing
support
profiles
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP17822259.2A
Other languages
German (de)
English (en)
Other versions
EP3555367B1 (fr
Inventor
Gerhard Frank
Stefan Hunke
Stephan Sinz
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Migua Fugensysteme GmbH
Original Assignee
Migua Fugensysteme GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Migua Fugensysteme GmbH filed Critical Migua Fugensysteme GmbH
Priority to PL17822259T priority Critical patent/PL3555367T3/pl
Publication of EP3555367A1 publication Critical patent/EP3555367A1/fr
Application granted granted Critical
Publication of EP3555367B1 publication Critical patent/EP3555367B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F5/0407—Floor drains for indoor use
    • E03F5/0409—Devices for preventing seepage around the floor drain
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas

Definitions

  • the present application relates to a gutter system inserted into a floor of a building for fitting, collecting and / or discharging a liquid which
  • Gutter system comprising at least two oppositely extending elongated support profiles, which together define a gutter space between them and each delimit at least a part of the soil laterally against the gutter space,
  • Support profiles extends so that it bridges the channel space, with a
  • Longitudinal axis of the channel body is oriented parallel to the longitudinal axes of the support profiles
  • Gutter body is derivable
  • the gutter body has two flanges, each extending from one of the two upper ends of the remaining gutter body and each associated with one of the support profiles, wherein the flanges are pressed by means of at least one Andrückprofils so against a corresponding surface of an upper end side of the respectively associated support profile in that a respective flange and the respectively associated support profile are at least indirectly in sealing contact with each other.
  • a "support profile” is understood to mean a component which is inserted in a respective floor.
  • the support profile which may be formed, in particular, by aluminum or steel, typically has at least one upstanding limb which supports the This means that the floor, for example a screed, is supported against said leg of the support profile or the support profile by means of its upright leg prevents the floor, for example in the course of the introduction of the same, in the gutter space
  • the support profiles thus limit the channel space to its two lateral flanks towards the ground.
  • Such support profiles may be formed in particular L-shaped.
  • a "U-shaped gutter body” is understood to mean a gutter body which has at least essentially the shape of a U. That is, the gutter body thus formed has at least two opposing upright legs and a lower base The upright legs do not necessarily have to be vertically oriented, but may also be inclined only relative to the vertical The U-shape is important insofar as the upright legs of the thus formed channel body are adapted to run on the base of the channel body As a result, the channel body is suitable for collecting a liquid, in particular water, and for collecting it along its length
  • the gutter body is formed symmetrically with respect to a vertical median plane.
  • a thickness of the wall or walls of a channel body is typically about 3 mm to 10 mm, wherein the channel body can be formed, for example, by an elastomer, preferably a thermoplastic elastomer or thermoelast, or a thermoplastic.
  • the channel body is formed by a plastic, the
  • fluidic guide element understood by means of which in the gutter body collected water from the gutter body is derivable.
  • a horizontal or an arbitrarily inclined horizontal flow is also conceivable which has at least a gradient of at least 0.5%, preferably at least 1.0%, more preferably at least 1.5% to provide sufficient gradient for water to be discharged.
  • the construction of such a process is basically independent of the other embodiment of a gutter system according to the invention.
  • a fluidic connection of a drain to a respective channel body can be formed, for example, by means of penetration of the channel body, for example from below or from the side.
  • the "flanges" described above effectively form an extension of the U-shape by joining the upper ends of the otherwise U-shaped gutter body The flanges typically extend into at least one of the U-shaped grooves
  • a "pressure profile” is understood in principle to mean any profile which is suitable for effecting the described "pressure” of the flange against the surface of the upper end face of the respectively associated support profile. In this case, it is not absolutely necessary for the flange of the channel body to be pressed directly onto the associated support profile. It is only essential that the pressure profile exerts a compressive force which is passed through the flange into the surface of the upper end face of the support profile. Ideally, the pressing force of the pressure profile can be anchored in the support profile. For example, it is conceivable that the pressure profile is screwed by means of a screw in the respective support profile. State of the art
  • Gutter systems of the type described above are already known in the prior art. They serve to collect and dissipate liquids, for example to a drain.
  • a corresponding gutter system is typically connected to a slope of the adjacent soil, wherein the gutter system extends along a lowest point of the soil.
  • the present invention is therefore an object of the invention to provide a gutter system that is maintenance friendly compared to the prior art. solution
  • the underlying object is achieved, starting from the gutter system of the type described above, according to the invention by at least two elongated sealing elements which extend parallel to the support profiles and are each associated with one of the support profiles.
  • a respective sealing element is at least indirectly in sealing contact with the surface of the upper end face of the associated support profile.
  • the sealing element lies directly on the surface of the support profile, so that a passage of a liquid between the surface of the upper end side and a bottom of the sealing element is prevented.
  • the sealing elements are each guided to a respective side facing away from the gutter body of the support profiles.
  • a sealing membrane can be brought up to the gutter system, so that it can cooperate with the "free ends" of the sealing elements, which are formed on the sides of the gutter system facing away from the gutter body, and in this way
  • the gutter system according to the invention has many advantages, the most important advantage of which is that a force-transmitting connection exists between the respective trough system
  • Gutter system are arranged.
  • the tight connection of the sealing system to the gutter system is ensured by means of the sealing elements according to the invention, but in turn are in particular independent of the gutter body.
  • An intervention in particular a destructive intervention, with the ground into which the
  • an end of a respective sealing element facing away from the gutter body is guided in a downward direction along the latter from the upper end side of the associated support profile
  • the sealing element is guided downwards along at least 20% of a height of the associated support profile, more preferably at least over 50% of the height of the support profile.
  • the thus formed gutter system is particularly easy to one
  • Sealing system of the respective structure connectable, since the sealing elements are led away from the upper end side of the support profiles in an area away from the trough space in which they finally particularly easy with a respective sealing system
  • the sealing elements are guided down to a lower horizontal leg of the support profiles and can be welded there on a surface of the leg, for example, with a sealing membrane of a sealing system.
  • sealing elements can create a sealing connection especially by Andschreibung on the surface of the upper end face of the respectively associated support profile and are flexible at the same time, so that a connection to a sealing system of the structure is particularly easy. Furthermore, such sealing elements can be carried out particularly well elongated by being able to be assembled by a plurality of segments, for example by means of welding.
  • such a gutter system may be advantageous, in which the gutter body at its end sides in each case comprises an end wall, wherein the end walls are adapted to block an end-side outlet of collected in the gutter body water.
  • Such end walls act - as compared to a gutter - as separating elements to keep the water collected in the gutter body in selbigem.
  • Gutter system includes selbiges at least two elongated Andschreibprofile each associated with one of the support profiles.
  • the pressing profiles extend parallel to the support profiles, wherein an associated flange of the gutter body and / or an associated sealing element are pressed at least indirectly on the corresponding surface of the upper end side of the associated support profile by means of a particular pressure profile.
  • a pressure profile can for example be formed by a flat steel, which - starting from the surface of the upper end side of a support profile from the top - is placed above the respective flange of the channel body and the associated sealing member on the latter and finally mounted such that the pressure profile through the flange and / or the sealing element through a compressive force in the support profile initiates.
  • Gutter systems of the type described in the introduction and the channel system according to the invention may be provided with channel covers, which are also referred to as "gutter grids.”
  • a channel cover serves to bridge the channel space in such a way that vertical loads acting in the area of the channel space,
  • a channel system with vehicles must be designed so that it can be overrun
  • Channel cover designed such that its width exceeds a width of the groove space, so that the gutter cover on both sides of the groove space at least indirectly rests on the support profiles, in particular the upper end faces of the support profiles.
  • forces acting on the gutter cover can be transmitted directly to the support profiles and finally into the ground, without the gutter body as such being subjected to additional loads.
  • the gutter body Apart from its own weight and any water that is collected and discharged by means of the gutter body, the gutter body is thus free of forces in such a configuration.
  • Channel cover advantageously together with the upper end faces of the support profiles, wherein by means of the channel cover compressive forces on the flanges and / or the Sealing members are exerted to make the sealing engagement with the upper end side of the support profiles.
  • Inventive gutter system which is designed with a gutter cover, then particularly advantageous if the gutter cover cooperates with at least one pressure profile, wherein the pressure profile and the gutter cover are advantageously connected by means of different connecting means with a respective associated support profile.
  • the connecting means may in particular be formed by screws, which are screwed into the respective support profile.
  • This embodiment has the particular advantage that the gutter cover can be solved in principle independent of the respective pressure profile of the associated support profile.
  • This in turn has the significant advantage that the sealing contact between the flange of the gutter body and / or the sealing element, which is associated with the respective support profile, does not have to be canceled when the gutter cover is removed.
  • the disassembly of the gutter cover is namely not with a resolution of the compressive force between the upper end face of the support profile and the flange or
  • the gutter system according to the invention further ausgestaltend are a respective flange of the gutter body and the associated support profile sealed by a tongue and groove system against each other.
  • the flange has an elongated spring strip which engages in a complementary elongated groove of the support profile.
  • such a spring strip in a retaining portion having a width exceeding the width of the elongated groove of the support profile, so that in the course of insertion of the spring strip in the long groove of the spring strip is at least partially compressed.
  • both the sealing contact between the spring strip and the elongated groove is improved as well as increased friction between the spring strip and the elongated groove, whereby an accidental removal of the spring strip from the long groove is made difficult.
  • the gutter system according to the invention is furthermore particularly advantageous when the gutter body is formed by a plurality of individual gutter body segments which are interconnected in a force-transmitting manner.
  • the individual channel body segments are materially connected to one another, in particular welded together.
  • thermoplastic or elastomeric plastic are formed. Such plastics can be relatively easily cohesively connect with each other, in the case of
  • thermoplastic by welding and in the case of an elastomeric
  • the design of the channel body made of plastic is in the gutter system according to the invention in particular particularly easy, if the gutter body remains free of payload, which act on the gutter system. This can be particularly easily by means of the above-described embodiment of the gutter system with a
  • Gutter cover made, the width of which exceeds a width of the groove space, so acting on the gutter cover payloads are removed directly to the sides of the gutter system out and have no effect on the gutter body.
  • the gutter body is loaded in this embodiment only with its own weight and any water that is collected and removed by means of the gutter body.
  • the gutter system is a sealing plane which between a respective flange of the gutter body and / or a respective sealing element and the surface of the upper end face of the
  • a distance between said sealing plane and the surface of the bottom is a maximum of 3 cm, more preferably a maximum of 2 cm.
  • This embodiment is advantageous in view of the ease of maintenance of the gutter system according to the invention, since the sealing plane is particularly easy to access from the top of the ground.
  • the small distance between the sealing plane and the surface of the floor can be made constructionally particularly simple by that the support profiles at least with an upright leg close to the
  • each support profile is located at a small distance to the surface of the soil. Since the flanges and the sealing elements cooperate with the upper end side of the support profiles, it is understood that consequently also the sealing plane are arranged correspondingly close to the surface of the floor.
  • the channel system can be equipped with two elongated side profiles, which are each assigned to one of the support profiles. These page profiles are characterized by having the
  • the side profiles advantageously extend downwardly from the surface of the floor, or from below, to a surface of the floor. An upper end face of the side profiles thus closes flush with the ground.
  • the side profiles are formed by a flat steel, which is laterally connected in each case to an associated support profile, in particular screwed to the support profile, is.
  • the underlying object is further achieved by a method for mounting a gutter system of the type described above, that the following
  • Process steps include:
  • At least two support profiles are opposite each other
  • Support profiles are located.
  • Each one sealing element is respectively on the surfaces of the upper
  • Sealing element extends in a side facing away from the gutter body side of the associated support profile and at least with an end facing away from the gutter body a connection of the gutter system to a
  • the flanges of the channel body and the sealing elements are pressed by means of at least one Andrückprofils at least indirectly on the surface of the upper end face of the respective corresponding support profiles, so that the flanges and the sealing elements with the support profiles in a
  • the gutter body is connected in the course of installation to a drain, so that water can be derived from the gutter body.
  • the drain may have a connection piece which is formed by a thermoplastic or a thermoplastic elastomer. If this also applies to the gutter body, the process can be welded to the gutter body and thus create a tight transition from the gutter body to the drain.
  • the channel body is composed of a plurality of individual channel body segments.
  • the gutter body segments are welded together.
  • the channel body segments are formed by a thermoplastic or a thermoplastic elastomer.
  • the channel body segments are connected to each other by means of vulcanization, wherein the channel body segments are formed by an elastomeric plastic.
  • a plurality of gutter body segments is in an external
  • the gutter body is elastically deformed so that it is on a loading area
  • the channel body is by means of the transport vehicle to the mounting site
  • the process designed in this way has the particular advantage that the production of the channel body can not be made on site at the construction site on which the gutter system is to be installed, but rather at an external production site.
  • the inventive design of the channel body made of plastic offers namely the significant advantage that the gutter body is elastically deformable as a whole, so that such channel body are transported, the length of the length of a cargo area of a transport vehicle significantly exceed. It is understood that most gutter systems have a length which is the length of a cargo bed of a transport vehicle
  • Rinnenkorpersegmente which are transportable by means of a transport vehicle, only at the mounting point of the gutter system to connect together and finally to form the entire gutter body.
  • an elastic plastic as material for the
  • the gutter body it is possible to elastically deform the gutter body, in particular to roll it up or to wind it up, to fold it, to bend it or the like, in order to shorten an effective length of the gutter body as a whole in such a way that it can rest on one side
  • Roll up roll cylinder which then occupies only a small space on the back of a transport vehicle. Ideally, such a roll cylinder without the Use of machines at the installation site of the gutter system of the
  • Transport vehicle are unloaded and unrolled, so that the channel body is then suitable for use in the gutter system.
  • Process steps include:
  • At least one pressure profile by means of which a gutter body at least
  • Support profiles engages at least indirectly sealing, is achieved such that the gutter body is freely movable relative to the support profiles.
  • the gutter body is at least partially made up of a gutter that is
  • the method according to the invention can be carried out in a particularly simple manner by means of the gutter system according to the invention. It has the particular advantage that it can be carried out without destructive interference both in the gutter system and in the soil surrounding the gutter system. An exchange of the gutter body and possibly a gutter cover is readily possible because the gutter body is decoupled from the ground. This is - as explained above - ensured by the effect of the sealing elements according to the invention, which ensure regardless of the channel body a tight connection of the channel system to a sealing system of the associated building.
  • FIG. 2 an isometric view of a section of the gutter system according to FIG.
  • FIG. 1, 3 shows a cross section through an inventive gutter system in the region of a connection to a drain, which is inserted into a floor of a building,
  • FIG. 4 shows a cross section through an alternative channel system according to the invention in the same installation situation as the channel system according to FIG. 3 and FIG. 4
  • Fig. 5 An exploded view of a gutter system according to the invention.
  • a first embodiment shown in FIG. 1 includes a
  • Gutter system which has two mutually parallel, elongated support profiles 2, which delimit a bottom 4 laterally against a channel space 3, which extends between the support profiles 2.
  • the groove space 3, which extends between the support profiles 2, is by means of a
  • Channel body 5 bridged.
  • the channel system 1 is suitable for liquid, in particular water, which penetrates into the channel space 3, by means of
  • the gutter body 5 is formed here by an elastically deformable thermoplastic material.
  • a wall thickness of the channel body 5 is 5 mm here.
  • opposite upper lateral ends 9 each have a flange 8, said flanges 8 extending from the ends 9 in an approximately horizontal direction to the groove space 3 facing away from sides 13 of the support profiles 2.
  • the end of the channel body 5 is also closed with end walls, not shown in the figures, which block an end-side outlet of the water from the channel body 5.
  • Channel body 5 rests with its flanges 8 on upper end faces 11 of the support profiles 2.
  • the support profiles 2 each have a long groove 21 which is adapted to interlock positively with a complementary spring strip 20 of a respectively associated flange 8 of the channel body 5, so that between an underside of the respective flange 8 and a surface of the upper end faces 11 of the associated support profile. 2 a sealing contact comes about. A passage of water is thus in a sealing plane 24, which is located between the underside of the respective flange 8 and the upper end face 11 of the respective support profile 2, prevented.
  • the spring strips 20 of the flanges 8 each have a width which exceeds a width of the corresponding elongated groove 21 of the associated support profile 2, so that the spring strips 20 must be pressed into a sense in their respective elongated groove 21.
  • the spring strips 20 are compressed, whereby an increased frictional engagement between the spring strip 20 and the long groove 21 sets. This friction favors both a sealing effect of the tongue and groove system and a power transmission between the gutter body 5 and the support profiles. 2
  • Each side of the flanges 8 has the gutter system according to the invention
  • the sealing elements 12 are equally connected by means of a tongue and groove system with the support profiles 2, wherein spring strips 27 of the sealing elements 12 engage in long grooves 28 of the support profiles 2.
  • Face 11 are the sealing elements 12 with the support profiles 2 each in a sealing contact.
  • the channel system 1 shown per support profile 2 each have a pressure profile 10.
  • the pressure profiles 10 are here formed by L-shaped caps, which each rest with a long leg on an upper side of the flanges 8 and are guided with a short leg laterally of the support profiles 2 down.
  • the pressure profiles 10 are each connected by means of screws 18 with the support profiles 2 in force transmitting manner.
  • Andrückprofile 10 a compressive force on the respective associated flange 8 and the respective associated sealing member 12, whereby the sealing contact of both the flange 8 and the sealing member 12 with the upper end face 11 of the respective support profile
  • the sealing elements 12 are facing away from the associated pressure profile in FIG. 10 along the associated support profile 2 in a top 15 of the bottom 4
  • each seal member 12 protrudes below the associated Andrückprofil 10.
  • This end 14 of the sealing member 12 is adapted to be connected to a subsequent sealing system of the building in which the gutter system 1 is inserted. In this way, it is ensured that a liquid that accumulates on the floor 4 of the building, not on one
  • the sealing element 12 extends along approximately 20% of a height 16 of the associated support profile 2.
  • connection of the gutter system 1 according to the invention to a sealing system of the building is carried out by the effect of the sealing elements 12 completely independent of the channel body 5.
  • This has the consequence that it is conceivable in the example shown in FIG 1 without further ado, the pressure profiles 10 of Channel system 1 of the respective associated support profile 2 to solve and then remove the gutter body 5 in an upward direction.
  • the connection of the channel system 1 according to the invention by means of
  • Sealing elements 12 ensures that can remain independent of the channel body 5 in its position shown in Figure 1. That's the way it is
  • the gutter system 1 shown has a gutter cover 17, which bridges the gutter space 3.
  • the gutter cover 17 has a width 22 which exceeds a width 23 of the gutter body 5, so that a removal of loads acting on the gutter cover 17, on both sides of the gutter system 1 is possible, without affecting the gutter body 5.
  • the gutter cover 17 is indirectly, that is, with the interposition of the
  • the latter has the advantage that it is particularly easy in the gutter system 1 to disassemble the gutter cover 17 from the rest of the gutter system 1, without affecting the sealing engagement between the flanges 8 and the sealing elements 12 and the associated support profiles 2. With regard to the ease of maintenance of the channel system 1, this is advantageous.
  • the gutter cover 17 is provided along its longitudinal axis with reinforcing profiles 26, which increase the carrying capacity of the gutter cover 17.
  • the channel system 1 shown also has two elongated side profiles 25, each corresponding to one of the support profiles 2.
  • the side profiles 25 are each formed in the example shown by a flat steel, which is mounted upright on the gutter system 1.
  • each of the side profiles 25 is connected to the short leg of the associated pressure profile 10.
  • the side profiles 25 are arranged on the gutter system 1, the upper end faces 35 of the side profiles 25 are flush with the surface 15 of the bottom 4. This has the particular effect that the bottom 4 is decoupled from the other components of the channel system 1, namely in particular by the channel cover 17 and the channel body 5.
  • This in turn has the particular advantage that both the channel cover 17 and the channel body 5 of the
  • Gutter system 1 can be dismantled without requiring a special engagement with the bottom 4 is necessary. In particular, the bottom 4 does not need to be processed.
  • FIG. 1 The channel system 1 according to FIG. 1 is shown once more in FIG. 2 in an isometric view. In this view is particularly well recognizable that the
  • Ridge body 5 extends with its longitudinal axis 6 parallel to the longitudinal axes 7 of the support profiles 2. It can also be seen that the support profiles 2 by means of screws 36 with the
  • the gutter cover 17 has a plurality of recesses 29 which are formed here in the form of elongated slots. These recesses 29 allow the passage of a liquid from an upper side of the gutter cover 17
  • FIG. 3 The channel system 1 according to the invention according to FIG. 1 is further illustrated in FIG. 3 in a state mounted on a building.
  • other sealing elements 12 have nevertheless been used here, the ends 4 of which facing away from the gutter space 3 extend down to a lower limb 37 of the support profiles 2 and rest there.
  • the support profiles 2 are anchored in a reinforced concrete ceiling 31 by means of connecting means 33, which are designed here in the form of threaded bolts.
  • On the leg 37 of a respective support profile 2 the associated sealing element 12 is sealingly connected to a bituminous sheet 30 of the building, so that the sealing connection of the gutter system 1 is made to the sealing system of the building.
  • the "long" sealing elements 12 according to Figure 3 can be used in particular when the sealing system of the building is guided at a comparatively large distance to the surface 15 of the bottom 4.
  • the sealing system of the building consists of bituminous sheets 30, the are guided on a surface of the reinforced concrete floor 31 and are covered with a bottom 4.
  • the use of "short" sealing elements 12, as used in the Embodiment be shown, however, are used in particular when the sealing system of the building is guided at a small distance below the surface 15 of the bottom 4. For example, such short sealing elements 12 to an upper sealing layer made of an epoxy resin
  • the gutter system 1 according to FIG. 3 is shown in a cross-section which intersects a vertical outlet 32 of the building.
  • a vertical outlet 32 of the building By means of the channel body 5 collected and discharged water is discharged from the gutter body 5 by means of the drain 32.
  • FIG. 4 An alternative embodiment of the gutter system 1 shown in FIG. 4 is substantially identical to that of FIG. 3, but differs in the circumference of the gutter cover 17.
  • the gutter cover 17 is formed by a body , which rests indirectly by means of lateral flanges on upper end faces 11 of the support profiles 2.
  • FIG. 4 does not have the channel cover 17 with such flanges.
  • the pressure profiles 10 of the channel system according to FIG. 4 are designed in such a way that in the region of the channel space 3 they have bearing surfaces 38 on which the channel cover 17 can be placed. In other words, that lies
  • FIG. 5 the Gutter system shown in Figure 5 in an exploded view.
  • the individual components, in particular the support profiles 2, the sealing elements 12, the gutter body 5, the pressure profiles 10 and the gutter cover 17 are particularly clearly visible.
  • the gutter system 1 according to FIG. 5 is provided with different sealing elements 12, so that the different embodiment of FIG.
  • Sealing elements 12 is understandable.
  • the sealing element 12 which is arranged in Figure 5 on a left side of the groove space 3, designed so long that the end 14 of the sealing member 12 extends to the lower leg 37 of the associated support profile 2 and beyond.
  • Such a sealing element 12 is particularly well suited for connection to a "low-lying" sealing system of a building as shown by the example of Figure 3.
  • the gutter system 1 On the right side of the channel space 3 in Figure 5, the gutter system 1 is provided with a short sealing element 12 whose end 14 5 already ends below a surface 15 of the bottom 4, not shown in FIG. 5.
  • Such a sealing element 12 is particularly well connectable to a building associated with a sealing system arranged near the surface.
  • the sealing elements 12 are made elongated so that they are particularly suitable for covering butt joints 34 of the support profiles 2. It is understood that such joints 34 form a potential leak of the channel system 1. By means of the overlap of these joints 34 by means of the sealing elements 12, the butt joints 34 are reliably sealed.
  • the sealing elements 12 formed by a plastic, in particular a thermoplastic or elastomeric plastic, so that individual segments of sealing elements 12 can be particularly easily connected.
  • the sealing elements 12 are already manufactured away from a mounting location of the channel system 1 to a desired length, so that at the
  • the representation according to FIG. 5 can be removed particularly well that the pressure profiles 10 and the gutter cover 17 are connected to the support profiles 2 by means of different screws 18, 19.
  • this is achieved in that the gutter cover 17 is connected to the support profiles 2 merely by means of half as many connections as the pressure profiles 10.
  • each of the screws 19 is suitable both for the gutter cover 17 and for the respective pressure profile underlying it 10 to connect to the associated support profile 2, while each of the screws 18 only a force-transmitting connection between the respective pressure profile 10 and the

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  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
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  • Water Supply & Treatment (AREA)
  • Sewage (AREA)

Abstract

L'invention concerne d'un système de canalisation (1), inséré dans le sol (4) d'un ouvrage de construction et destiné au captage d'un liquide, comprenant deux profilés de support allongés (2), opposés l'un à l'autre, qui délimitent conjointement entre eux un espace de canalisation (3) et qui délimite chacun le sol (4) latéralement par rapport à l'espace de canalisation (3), et un corps de canalisation (5) en forme de U qui s'étend entre les profilés de support (2) de manière à ponter l'espace de canalisation (3). Un axe longitudinal (6) du corps de canalisation (5) est orienté parallèlement aux axes longitudinaux (7) des profilés de support (2). Le corps de canalisation (5) comporte deux brides (8) qui s'étendent chacune depuis l'une des deux extrémités supérieures (9) du corps de canalisation restant (5) et qui sont chacune associée à l'un des profils de support (2). Les brides (8) sont pressées au moyen d'un profilé de pression (10) contre une surface correspondante d'un côté frontal supérieur (11) du profilé de support (2) associé de telle sorte qu'une bride respective (8) et le profilé de support (2) associé soient au moins indirectement en contact étanche l'un avec l'autre. Pour fournir un système de canalisation qui est facile à entretenir par rapport à l'état de la technique, il est proposé selon l'invention deux éléments d'étanchéité allongés (12) qui s'étendent parallèlement aux profilés de support (2) et qui sont associés chacun à des profilés de support (2). Chaque élément d'étanchéité (12) est en contact étanche avec la surface du côté frontal supérieur (11) du profilé de support (2) associé et chacun des éléments d'étanchéité (12) est guidé par rapport à un côté (13), opposé au corps de canalisation (5), des profilés de support (2) de sorte que le système de canalisation (1) peut être raccordé à un système d'étanchéité de l'ouvrage de construction au moyen d'éléments d'étanchéité (12) sur ses deux côtés (13), opposés chacun au corps de canalisation (5).
EP17822259.2A 2016-12-19 2017-12-19 Système de canalisation et procédé de montage de celui-ci Active EP3555367B1 (fr)

Priority Applications (1)

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PL17822259T PL3555367T3 (pl) 2016-12-19 2017-12-19 Układ rynnowy i sposób jego montażu

Applications Claiming Priority (2)

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DE102016124836.3A DE102016124836A1 (de) 2016-12-19 2016-12-19 Rinnensystem sowie Verfahren für dessen Montage
PCT/EP2017/083459 WO2018114898A1 (fr) 2016-12-19 2017-12-19 Système de canalisation et procédé de montage de celui-ci

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EP3555367A1 true EP3555367A1 (fr) 2019-10-23
EP3555367B1 EP3555367B1 (fr) 2021-09-29

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DE (1) DE102016124836A1 (fr)
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RU2699170C1 (ru) * 2018-11-09 2019-09-03 Никита Михайлович Лапшин Канал для отведения жидкости

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3020035A1 (de) * 1980-05-24 1982-01-14 Migua - Mitteldeutsche Gummi- und Asbest Gesellschaft Hammerschmidt GmbH & Co, 5628 Heiligenhaus Bewegungsfugen-dichtungsprofilen4

Family Cites Families (7)

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Publication number Priority date Publication date Assignee Title
DE3740470C2 (de) * 1987-11-28 1998-07-02 Hauraton Betonwaren Entwässerungsrinne und damit aufgebautes Rinnensystem
DE8910414U1 (de) * 1989-08-31 1989-10-26 Passavant-Werke AG, 6209 Aarbergen Rinne zur Abführung von Oberflächenwasser
US6460214B1 (en) * 2001-03-27 2002-10-08 Ming-Huang Chang Vibration resistive instant responding roadway or bridge expansion joint and construction method of the same
SE0602178L (sv) * 2006-10-17 2008-04-18 Purus Ab Förfarande och anordning för positionering och fixering av avloppsränna
KR20120050831A (ko) * 2010-11-11 2012-05-21 박황 배수트렌치 구조
NL2006553C2 (nl) * 2011-04-06 2012-10-09 Easy Sanitairy Solutions Bv Klemconstructie voor afvoer.
DE102011119705A1 (de) * 2011-11-29 2013-05-29 Dieter Preissing Ablaufeinheit

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3020035A1 (de) * 1980-05-24 1982-01-14 Migua - Mitteldeutsche Gummi- und Asbest Gesellschaft Hammerschmidt GmbH & Co, 5628 Heiligenhaus Bewegungsfugen-dichtungsprofilen4

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WO2018114898A1 (fr) 2018-06-28
PL3555367T3 (pl) 2022-02-07
DE102016124836A1 (de) 2018-06-21
EP3555367B1 (fr) 2021-09-29

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