EP0905332B1 - Abdeckung für Entwässerungsrinnen - Google Patents
Abdeckung für Entwässerungsrinnen Download PDFInfo
- Publication number
- EP0905332B1 EP0905332B1 EP98118400A EP98118400A EP0905332B1 EP 0905332 B1 EP0905332 B1 EP 0905332B1 EP 98118400 A EP98118400 A EP 98118400A EP 98118400 A EP98118400 A EP 98118400A EP 0905332 B1 EP0905332 B1 EP 0905332B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- frame
- sections
- bridge
- gutter
- longitudinal
- 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.)
- Expired - Lifetime
Links
- 239000002184 metal Substances 0.000 claims abstract description 5
- 229910052751 metal Inorganic materials 0.000 claims abstract description 5
- 229910000746 Structural steel Inorganic materials 0.000 claims description 6
- 238000009434 installation Methods 0.000 claims description 4
- 238000005452 bending Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 claims 1
- 230000006641 stabilisation Effects 0.000 claims 1
- 210000002414 leg Anatomy 0.000 description 16
- 238000004519 manufacturing process Methods 0.000 description 5
- 230000007704 transition Effects 0.000 description 5
- 238000013461 design Methods 0.000 description 3
- 238000005553 drilling Methods 0.000 description 2
- 238000004049 embossing Methods 0.000 description 2
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 2
- 210000000689 upper leg Anatomy 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005246 galvanizing Methods 0.000 description 1
- 238000003197 gene knockdown Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 229910000679 solder Inorganic materials 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 238000012549 training Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
- E04D13/04—Roof drainage; Drainage fittings in flat roofs, balconies or the like
- E04D13/0404—Drainage on the roof surface
- E04D13/0445—Drainage channels
-
- 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
- E03F5/06—Gully gratings
Definitions
- the invention relates to a cover for drainage channels in transition areas between an up-and-coming part of the building and an approximately horizontal, walk-ready, adjacent to a building or trained on this Building exterior surface, such as terrace, balcony or the like, with a grate that is housed in a frame is the grille against lateral dislocations encompasses on all sides and a circumferential support for the has bottom surface area of the grating directed below and at each of its two narrow end areas with at least one, preferably two, to the channel bottom
- Directionally adjustable support is provided on their a plate-shaped support surface towards the end wearing.
- a building drainage channel is known from EP-A-0 687 784.
- a horizontal, walk-in area such as terrace, balcony floor or the like.
- Adjacent areas exposed to weather conditions or arranged in a building to the adjacent high-rise building wall or the like. have a connection, which is 150 mm high. You can see between this surface and a drainage channel in front of the rising wall, then you need a connection height of 50 mm.
- Such troughs are covered with gratings, each are inserted in a frame.
- Medium dimensions Such a channel cover is about 1000 mm long, Width on average 150 mm, for example.
- the frames to be inserted into the gutter are on supports on Gutter floor kept stable in height, to compensate of the irregularities these supports are adjustable in height are held on the frame.
- the supports point relatively wide plate on the bottom, so that at accordingly narrow frame two such supports one each be sufficient in the narrow end area of the frame can.
- these supports must then be used with wide edges Load on the frame also corresponding tipping resistance exhibit.
- the invention has for its object a cover for Drainage channels of the type mentioned above are available to provide a less visually sensitive appearance offers and above all can be manufactured more cost-effectively and is mountable.
- the frame consists of two narrow side end sections and optionally one or more in between Longitudinal sections to be arranged in succession is designed to be assembled and that frame bridges are provided between the sections, via which the sections are interconnectable and at least in the transition area between longitudinal sections each at least one - preferably two - supports for the load-bearing Have spacing from the channel bottom, the Narrow side end sections with respect to the frame course with inclusion of at least one support, the two longitudinal frame spars connecting end bridge and the one or more longitudinal sections to be inserted between them by a
- frame spars connected by a frame bridge are each long-legged U-shaped.
- each channel design in particular, therefore, every gutter length all around continuous frame provided that consists of individual Sections is put together.
- This eliminates in Seen in the longitudinal direction of the channel, transverse frame sections in the coverage area.
- frame bridges are used that fulfill several tasks, namely the connection in the longitudinal direction successively Frame spar sections, their spacing and the inclusion of supports, with only one or two such Supports are provided in this transition area.
- the number of columns per adjoining area of the frame sections to half of those to be provided so far Number of columns.
- the frame sections i.e. both narrow-side end sections and optionally one or more in between longitudinal sections arranged one behind the other are each so trained that individually they form a U-shaped unit, namely with the associated longitudinal frame spars as U-legs and each arranged at one end of this frame spars Bridges that connect these legs together.
- Such a configuration of the individual sections serves easy handling during insertion and alignment inside the drainage channels; the number of to be handled Individual parts are reduced accordingly. at longer gutters it is unwieldy, the entire Assemble the frame beforehand and then use it as a unit and align in height.
- the U-shaped Units on the other hand, can be easily integrated into the Insert the gutter and there with regard to the remaining ones manage a few connection points well. Also the delivery or the transport of such U-shaped units saves space.
- U-shaped section units are pre-assembled at the factory.
- the individual parts of these section units on site before inserting into the channel mount, especially if the connection points between the individual parts through easy-to-use connecting means, in particular hammer rivets to produce are.
- Such hammer blow rivets in particular in the case of prefabricated U-shaped units, their Items can be otherwise connected, for example screwed, welded or the like, in the area of Connections to be made after use in the gutter.
- rustproof materials or made of rustproof Steel can exist.
- the ones in question here in particular upcoming galvanized angle iron and sheets will be available processed the galvanizing, for example provided with holes.
- the interfaces are protected against rust on site, for example with provided a solder.
- the preferred hammer rivets used can be done without damaging the bore walls insert and knock down.
- the frame can in a first version from all around running frame bars, i.e. especially angle profiles, be formed, also in the area of the narrow sides, what in Adjacent area to the two adjacent long sides Frame bars for special cuts, for example on Miter leads.
- a second embodiment avoids this in that the circumferential encircling on the two narrow sides of the gratings to be used by the two End bridges laterally projecting leg areas are provided are preferably up to the height of the towering legs of the longitudinal frame spars are sufficient or with these in complete a level.
- Such a particularly preferred Execution has the advantage that all longitudinal Frame spars that are regularly the same length of the sections accordingly uniformly required, trained identically and can also be pre-drilled while the frame bridges with each other and the end bridges also with each other are the same. Except for the height adjustable ones Props on the bridges, which are identical to each other again, you only need to manufacture the channel cover three differently shaped components.
- gratings of the type in question are from the grating manufacturer cut out of larger grating mats and with preferably provided with a border such prefabricated grating units used; at deviating from the grid dimension of these prefabricated gratings Channel lengths must use a grating that is adjusted in length are, however, because later delivered later can be used without the basic accessibility of the rest of the rust.
- Embodiment consist of the frame sections made of galvanized angle iron profiles, whose in the installed position emerging legs surround the gratings on the sides and secure against displacement in the horizontal plane, while the horizontal legs are the supporting Form support for the gratings by placing the adjacent ones Reach in under the edge areas of the inserted gratings.
- the narrow side end sections are in one embodiment formed from U-shaped frame members and fixed in this form while the ones in between Longitudinal sections of the frame two in frame width spaced apart parallel frame spars have, in one of its end regions to a frame bridge prefabricated connected by these Stand out of the side rails and the inclusion of the freely projecting ends of the frame spars of the next one Longitudinal section or end section of the frame serve.
- the frame spars are picked up at the place of installation fixed on these bridges.
- the frame bridges are preferred at least transversely to the longitudinal direction of the frame bending stiffening shapes, for example by embossing a sheet from which the frame bridges are formed are provided.
- the frame spars are made from a sheet bent into a profile. This also has a grating laterally surrounding the gratings Leg and a support surface for the gratings and is from preferably seen from the free end of this support surface while leaving a distance from which the bearing surface forming section in the plane of the emerging leg deformed back. In the range of this distance Use connecting elements similar to the frame bridges. The deformed area can be seen towards the channel bottom bent form a contact surface for a gravel ledge.
- the narrow-side end section denoted overall by 2 in FIG. 1 of the whole, not shown Frame is formed from frame bars 20, which in their Narrow-side end section gripped by an end bridge 22 are.
- the frame bars 20 consist of commercially available galvanized angle iron profiles 12 that form a U-shape End section are assembled, mitered here and welded together if necessary.
- the End bridge 22 can also be welded to the angle iron but preferably riveted joints, in particular those used by hammer rivets. If the end bridge is stable and the involved Basically, frame spars connect stiffly enough the bars are not welded in the miter area become.
- the vertical legs 14 of the frame bars form the lateral border of gratings, not shown, while the horizontal towards each other Leg 16 the support for the under-gripped edge areas the grate form.
- the end bridge 22 which in the from the inner edges the frame spans the area around two supports 10 carries, shown here only with regard to their threaded shafts which are formed on the underside of the end bridge 22, preferably firmly infiltrated with this.
- the frame bridge 8 is like the end bridge 22 with two supports 10 provided, of which in turn only the threaded shafts are shown, but this time at an angle to the longitudinal direction of the frame arranged offset, as can be seen in Figure 1.
- the frame bridge 8 connects the adjacent end sections of consecutive in the longitudinal direction of the frame Frame spars 20 spaced this in terms of Frame width and transfers it to the frame section under consideration applied pressure forces - by walking - on the Support 10 and over this on the channel floor.
- the frame bridge 8 must therefore be correspondingly rigid. This Flexural rigidity is preferably achieved by means not shown Embossing of the sheet forming the frame bridge, the one cause appropriate stiffening of this sheet to the to be able to transmit the aforementioned forces evenly.
- the longitudinal section 6 of the Framework the one of possibly several intermediate sections between the narrow side end sections 2 and 4 ( Figure 3) consists of two in the width of the frame spaced apart parallel frame spars 20, which at its one end region via a frame bridge 8 are interconnected, in terms of execution, the connection and the tasks equal to those Frame bridge 8, which in connection with Figure 1 above was described.
- the frame bridges 8 are therefore for all frame sections have the same design and are arranged accordingly.
- the frame bridge 8 also has the task of also Ensure that the frame spars 20 run parallel.
- Figure 3 shows the other 4 of the two narrow side end sections 2 and 4, except for the frame bridge 8 of the end section 2 with respect to the vertical longitudinal median plane of the Frame is mirror image of the end portion 2 is formed.
- the U-shaped Arrangement of the frame spars and the supports 10 is thus reference is made to the corresponding statements relating to FIG. 1.
- Cover frames can thus be made from the above-mentioned sections of any length, where if necessary, the freely projecting ends of in the longitudinal direction of the frame extending frame spars 20 one Longitudinal section 6 or the end section 4 are shortened, to be adaptable to intermediate lengths. After simple Then only holes 26 are cut off required.
- the second, particularly preferred embodiment according to Figures 4 to 6 one of two narrow-side end sections and - here a - longitudinal section differs with regard to the structure and the longitudinal side used angular profile frame spars and the frame bridges between the sections hardly from the first Embodiment according to Figures 1 to 3, which is why these parts also have the same reference numbers for both embodiments were chosen.
- the main difference between the two embodiments is the design of the two narrow sides End regions 2 and 4 in that instead of the narrow side running short angular profile frame spars in the first embodiment now in the second embodiment a leg area 32 occurs, which acts as a bend at the narrow edge of the respective end bridge 30 is trained.
- This leg area 32 when running the end bridge made of sheet metal simply from the bridge level vertically Turned upwards, takes over the task of the all-round Wrapping around the grating on the two narrow sides. In this way you not only save the individual part of the short narrow-sided frame spars, but you need also no special cut in these end areas of the Longitudinal frame spars, including them where appropriate, that of longitudinal sections all identical and symmetrical about their ends about the transverse median plane are trained. So only from a matching one Workpiece existing frame bars no distinction in the manufacture, handling and processing be, which makes the manufacturing process quite significant simplified and cheaper.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Health & Medical Sciences (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Floor Finish (AREA)
- Sewage (AREA)
- Supports For Pipes And Cables (AREA)
- Centrifugal Separators (AREA)
- External Artificial Organs (AREA)
- Switch Cases, Indication, And Locking (AREA)
Description
Es zeigt:
- Figur 1
- eine Draufsicht, eine Seitenansicht und einen Querschnitt durch den einen Schmalseiten-Endabschnitt des zusammensetzbaren Rahmens des ersten Ausführungsbeispieles;
- Figur 2
- einen Längsabschnitt des Rahmens nach Figur 1 in Draufsicht und Seitenansicht;
- Figur 3
- Draufsicht und Seitenansicht des anderen Schmalseiten-Endabschnittes des Rahmens nach Figur 1;
- Figur 4
- eine Draufsicht und eine Seitenansicht des einen Schmaiseiten-Endabschnittes des zusammensetzberen Rahmens des zweiten Ausführungsbeispiels;
- Figur 5
- einen Längsabschnitt des Rahmens nach Figur 4 in Draufsicht und Seitenansicht;
- Figur 6
- Draufsicht und Seitenansicht des anderen Schmalseiten-Endabschnittes des Rahmens nach Figur 4;
- 2
- Schmalseiten-Endabschnitt
- 4
- Schmalseiten-Endabschnitt
- 6
- Längsabschnitt
- 8
- Rahmenbrücken
- 10
- Stütze (Gewindehalterungsstift für)
- 12
- Winkeleisenprofil
- 14
- Schenkel aufstrebend
- 16
- Schenkel horizontal
- 18
- U-förmiger Rahmenteil des Schmalseiten-Endabschnittes
- 20
- Rahmenholme
- 22
- Endbrücke
- 24
- Bohrung
- 26
- Bohrung
- 28 30
- Endbrücke
- 32
- Schenkelbereich (Abkantung an 30)
Claims (10)
- Abdeckung für Entwässerungsrinnen in Übergangsbereichen zwischen einem aufstrebenden Gebäudeteil und einer etwa horizontalen, begehbar hergerichteten, an ein Bauwerk angrenzenden oder an diesem ausgebildeten Gebäudeaußenfläche, wie Terrasse, Balkon oder dergleichen, mit einem Gitterrost, der in einem Rahmen (2, 4, 6) aufgenommen ist, der den Gitterrost gegen seitliche Versetzungen allseitig umgreift und eine umlaufende Auflage für den nach unten gerichteten Randflächenbereich des Gitterrostes aufweist und der an seinen beiden schmalseitigen Endbereichen (2, 4) jeweils mit wenigstens einer, vorzugsweise zwei, zum Rinnenboden gerichtet längenverstellbaren Stütze (10) versehen ist, die an ihren dem Boden zugewandten Ende eine tellerförmige Abstützfläche trägt,
dadurch gekennzeichnet, daß der Rahmen aus zwei Schmalseiten-Endabschnitten (2, 4) und gegebenenfalls einem oder mehreren dazwischen in Längsrichtung aufeinanderfolgend anzuordnenden Längsabschnitten (6) zusammensetzbar ausgebildet ist und daß zwischen den Abschnitten (2, 4, 6) Rahmenbrücken (8) vorgesehen sind, Ober die die Abschnitte (2, 4, 6) miteinander verbindbar sind und die zumindest im Übergangsbereich zwischen Längsabschnitten (6) je wenigstens eine - vorzugsweise zwei - Stützen (10) für die tragende Beabstandung zum Rinnenboden aufweisen, wobei die Schmalseiten-Endabschnitte (2, 4) hinsichtlich des Rahmenverlaufes unter Einbezug je einer die wenigstens eine Stütze (10) aufnehmenden, die beiden längsseitig verlaufenden Rahmenholme verbindenden Endbrücke (22) sowie der oder die gegebenenfalls dazwischen einzusetzenden Längsabschnitte (6) durch einen Endes über eine Rahmenbrücke (8) verbundene Rahmenholme (20) jeweils langschenkelig U-förmig ausgebildet sind. - Rinnenabdeckung nach Anspruch 1,
dadurch gekennzeichnet, daß die Abschnitten (2, 4, 6) des Rahmens U-förmig vorgefertigt sind. - Rinnenabdeckung nach Anspruch 2,
dadurch gekennzeichnet, daß die freien Enden der Rahmenholme (20) eines der Endabschnitte (2 oder 4) durch eine Rahmenbrücke (8) verbunden sind. - Rinnenabdeckung nach einem der Ansprüche 1 bis 3,
dadurch gekennzeichnet, daß jeder der Schmalseiten-Endabschnitte (2, 4) durch U-förmig zusammengesetzte und in dieser Form mittels einer Endbrücke (22) fixierte Rahmenholme (20) gebildet ist. - Rinnenabdeckung nach einem der Ansprüche 1 bis 3,
dadurch gekennzeichnet, daß jeder der Schmalseiten-Endabschnitte (2, 4) durch eine Endbrücke (30) mit einem schmalseitig aufragenden Schenkelbereich (32) als Teil des allseitigen Rahmenumgriffes und den beiden an dieser festgelegten bzw. festzulegenden längsseitigen Rahmenholme (20) gebildet ist. - Rinnenabdeckung nach einem der Ansprüche 1 bis 5,
dadurch gekennzeichnet, daß In den am Einsatzort aus Abschnitten (2, 4, 6) gebildeten Rahmen mehrere vorgefertigte Gitterroste in Rahmenlängsrichtung aufeinanderfolgend einsetzbar sind. - Rinnenabdeckung nach einem der Ansprüche 1 bis 6,
dadurch gekennzeichnet, daß die Rahmenholme (20) der Rahmenabschnitte (2, 4, 6) aus Winkelprofilen, insbesondere verzinkten Winkeleisenprofilen, gefertigt sind, deren in der Einbaulage aufstrebende Schenkel (14) die Seitenstabilisierung der Gitterroste und deren horizontal verlaufende Schenkel (16) die tragende Auflage für die Gitterroste bilden. - Rinnenabdeckung nach einem der Ansprüche 1 bis 7,
dadurch gekennzeichnet, daß die Rahmenbrücken (8) zumindest quer zur Längsrichtung des Rahmens biegeversteift ausgebildet sind, beispielsweise durch Prägungen eines Bleches, aus dem die Rahmenbrücke (8) gebildet ist. - Rinnenabdeckung nach einem der Ansprüche 1 bis 6 und 8,
dadurch gekennzeichnet, daß jeder der längsseitigen Rahmenholme aus einem zu einem Profil gebogenen Blech besteht, das an den die Auflage bildenden Schenkelbereich anschließend mit einem Stützansatz für eine Kiesleiste versehen ist. - Rinnenabdeckung nach einem der Ansprüche 1 bis 9,
dadurch gekennzeichnet, daß die Stützen (10) mit den jeweils zugehörigen Brücken (8, 22) stufenlos höhenverstellbar, insbesondere durch Schraubgewindeeingriff, in Verbindung stehen.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE29717376U | 1997-09-29 | ||
DE29717376 | 1997-09-29 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0905332A1 EP0905332A1 (de) | 1999-03-31 |
EP0905332B1 true EP0905332B1 (de) | 2003-02-26 |
Family
ID=8046595
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP98118400A Expired - Lifetime EP0905332B1 (de) | 1997-09-29 | 1998-09-29 | Abdeckung für Entwässerungsrinnen |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0905332B1 (de) |
AT (1) | ATE233355T1 (de) |
DE (2) | DE59807294D1 (de) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102004049944B4 (de) * | 2004-10-13 | 2015-04-02 | Dallmer Gmbh & Co. Kg | Ablaufvorrichtung für den Einbau in eine Bodenöffnung |
DE202019107083U1 (de) * | 2019-12-18 | 2021-03-19 | Schlüter-Systems Kg | Rahmen für einen Bodenablauf |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ATE160841T1 (de) * | 1993-01-14 | 1997-12-15 | Schoop & Co Ag | Entwässerungsrinne für flachdächer und terrassen |
ATE168154T1 (de) * | 1994-06-16 | 1998-07-15 | Ahlmann Aco Severin | Hochbauentwässerungsrinne |
DE29607127U1 (de) * | 1996-04-19 | 1997-08-21 | Gutjahr, Walter, 64404 Bickenbach | Höhenverstellbarer Drainagerost |
-
1998
- 1998-09-29 AT AT98118400T patent/ATE233355T1/de not_active IP Right Cessation
- 1998-09-29 DE DE59807294T patent/DE59807294D1/de not_active Expired - Lifetime
- 1998-09-29 DE DE29817430U patent/DE29817430U1/de not_active Expired - Lifetime
- 1998-09-29 EP EP98118400A patent/EP0905332B1/de not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
DE59807294D1 (de) | 2003-04-03 |
ATE233355T1 (de) | 2003-03-15 |
EP0905332A1 (de) | 1999-03-31 |
DE29817430U1 (de) | 2000-02-17 |
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