EP0687784B1 - Rigole de drainage pour bâtiments - Google Patents

Rigole de drainage pour bâtiments Download PDF

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Publication number
EP0687784B1
EP0687784B1 EP95105662A EP95105662A EP0687784B1 EP 0687784 B1 EP0687784 B1 EP 0687784B1 EP 95105662 A EP95105662 A EP 95105662A EP 95105662 A EP95105662 A EP 95105662A EP 0687784 B1 EP0687784 B1 EP 0687784B1
Authority
EP
European Patent Office
Prior art keywords
gully
frame
drainage
superstructure
elements
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
Application number
EP95105662A
Other languages
German (de)
English (en)
Other versions
EP0687784A1 (fr
Inventor
Wolfgang Arm
Manfred Rinckens
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.)
ACO Ahlmann SE and Co KG
Original Assignee
ACO Severin Ahlmann GmbH and Co KG
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
Priority claimed from DE19511206A external-priority patent/DE19511206C2/de
Application filed by ACO Severin Ahlmann GmbH and Co KG filed Critical ACO Severin Ahlmann GmbH and Co KG
Publication of EP0687784A1 publication Critical patent/EP0687784A1/fr
Application granted granted Critical
Publication of EP0687784B1 publication Critical patent/EP0687784B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D11/00—Roof covering, as far as not restricted to features covered by only one of groups E04D1/00 - E04D9/00; Roof covering in ways not provided for by groups E04D1/00 - E04D9/00, e.g. built-up roofs, elevated load-supporting roof coverings
    • E04D11/005—Supports for elevated load-supporting roof coverings
    • E04D11/007—Height-adjustable spacers
    • 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
    • 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
    • E03F2005/0412—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps with means for adjusting their position with respect to the surrounding surface
    • E03F2005/0413—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps with means for adjusting their position with respect to the surrounding surface for height adjustment

Definitions

  • the invention relates to a building drainage channel an essentially U-shaped profile Channel body according to the preamble of patent claim 1.
  • Building gutters such as known from DE-A-3214442, are used to drain surface water from Building areas, namely flat roofs, patios and balconies and green roofs.
  • Building areas namely flat roofs, patios and balconies and green roofs.
  • To sudden large amounts of water as well as being able to absorb and drain backwater are in selected areas of the roof structures above the Roof surface covering in the roof covering, e.g. Gravel bed, earth etc., channels provided in the building drainage channels be used.
  • brackets against the surface covering of the building surfaces or have disc-shaped feet, which if necessary are adjustable in height.
  • One on the cover of the The drainage channel acting on the bracket or Feet initiated on the surface covering and leads to a undesirably high surface pressure with the result that the Surface covering can be damaged.
  • the problem with known high-rise gutters is that through the gutter with a predetermined load class the surface pressure introduced a max. permissible surface pressure does not exceed. Furthermore moisture must be removed unhindered, that is, the Moisture must not remain on the surface.
  • the grooves are on the surface side over the Front and / or long sides to the location or the slope of the Building area, e.g. B. roof, balcony or terrace to adjust.
  • the building construction drainage channel to train so that one in the lower area closed floor assembly that forms the channel body, is provided.
  • telescopic adjustment elements Recording, guidance and height adjustment of the frame or one Stacking frame provided.
  • the frame forms a gutter top, which with its side walls in the channel body or immerses the lower part of the gutter.
  • the side walls of the frame and the side walls of the channel body have a large number of water inlet openings or a perforation. Through the water inlet openings and the formation a continuous outer surface of the side walls of the frame and the channel body ensures that on the one hand water can enter the channel unhindered and on the other hand Gravel and dirt are retained. An additional Gravel ledge is no longer required.
  • the telescopic adjustment elements are like a double tube adjustment with screw thread arranged inside educated. This allows adjustment from above an opening in the frame can be easily and subsequently realized will. Furthermore, is protected by the Contamination of the screw thread within the double pipe of the thread largely excluded, so that too easily adjusted or adjusted after a long time can be.
  • An attachment frame interacts with and is connected to the upper tube of the double tube guide.
  • a lower tube of the double tube guide is connected to a base plate, the base plate being fixed to the bottom of the channel body.
  • the base plate being fixed to the bottom of the channel body.
  • the double pipe guide or the lower and upper pipes of the guide are arranged in the corners or in the edge regions of the channel body, in order to allow for a free, undisturbed drain through the smooth channel floor.
  • the top frame and the frame serve to hold a cover grate, which via locking means with the top frame connected is.
  • the frame and / or the Stacking frame supports for lateral support and guidance of the cover grate.
  • a height adjustment can be made by means of the adjustment elements according to the invention in the longitudinal and / or transverse direction.
  • the Water inlet openings in the side walls of the channel body and the frame are such as elongated perforations trained that regardless of the degree of height adjustment in each case a maximum lateral inlet is guaranteed.
  • the cover grate or the Avoiding frames are in one embodiment of the invention four or more adjustment elements are provided.
  • the mentioned base plates for receiving the lower tube of the Double pipe guide means for connecting like a shoe or for connecting from above by means of snap-in tongues of several strings Elements for forming a longer building drainage channel By simply plugging in and Stringing together several gutter segments are assembly errors excluded, and there is also a lateral fixation of the individual segments, so that lateral forces can be effectively absorbed and derived.
  • Another The advantage is that the entire strand for adjustment and alignment purposes can be moved.
  • the cover grate is locked onto the top frame form-fitting.
  • the closure which is firmly attached to the grate, locks the grate by turning it 90 °.
  • the closure engages in an elongated hole in a bracket. To solve the lock is turned forwards or backwards by 90 °.
  • the side walls of the frame enclose the side walls of the Channel body from the outside, so that the channel body side walls immerse in the side walls of the frame when making adjustments. It is essential, however, that it is ensured that a continuous outer surface for unimpeded lateral water entry and to retain gravel and dirt particles is guaranteed.
  • the corner pieces are designed so that double pipe guide adjustment elements between a corner piece and a corner piece lower part are provided.
  • the corner piece upper part serves to accommodate a corner grating.
  • Base plates plug shoe elements arranged so that at a for example square or rectangular corner piece design 90 ° branches can be realized in the channel system.
  • the gutter system is at the end of the gutter completed, including the end plates elongated perforations, like the side walls of the gutter body, can have. Drainage elements are in the slope direction the lowest point of the gutter system and serve the collection and discharge of that taken up by the gutter Water.
  • the building drainage channel according to FIG. 1 has a essential U-shaped channel body 1, which in the bottom area 1.1 is closed and the side walls 2 with a Variety of water inlet openings are provided.
  • the water inlet openings as vertical slot perforations 3 (see Fig. 3) formed.
  • Frame side walls 4 of the frame 5 dip into the channel body 1 from. Between the frame 5 and the channel body 1 or the floor area 1.1 of the channel body are double pipe guide adjustment elements arranged. These adjustment elements form two telescopically slidable tubes, which by means of a self-locking screw thread from above, d. H. of the Surface of the grating 7 ago, are adjustable.
  • the Frame 5 has bores 8 for unimpeded adjustment, through which an adjustment tool, for example an Allen key, can be introduced.
  • the double pipe guide adjustment elements 6 are in the inner Corners or edge areas of the channel body arranged so that in the floor area 1.1 as free a space as possible for unhindered Outflow from through the side walls 2, 4 or through the Cover grate 7 entering water is guaranteed.
  • the frame 5 comprises the upper tube part of the double tube guide adjustment elements 6.
  • the adjusting elements 6 When actuating the screw thread or threads the adjusting elements 6 is the frame 5 in height Position changed, the frame side walls 4 on the side walls 2 slide along the channel body 1.
  • a guide extension 9 in the form of a punched out angled section of the respective frame side wall 4 in a slot 16 of the respective Side wall 2 of the channel body 1 guided, causing a height stop is guaranteed when adjusting.
  • the in the corner areas of the channel body 1 arranged on a base plate 11 attached double pipe guide adjustment elements 6 have plug-in elements 10 in the manner of a father-mother plug-in shoe connection on.
  • the bottom area 1.1 of the channel body 1 lies over a large area on the surface covering, e.g. B. a film (not shown) on.
  • Forces acting on the grating 7 are over the Frame 5, which cooperates with a cover frame 12, and added via the double pipe guide adjustment elements 6 and distributed over a large area.
  • the one acting on the surface Surface pressure is therefore also with high load classes extremely low, so that damage to the surface is excluded. Also work with the height Do not adjust torques on the surface.
  • the grating 7 is by means of a mounting pin 13 on Cover frame 12 fixed.
  • the mounting pin 13 is with a snap-in connection fixed in the cover frame 12, wherein first the mounting pin 13 in a hole in the cover frame 12 inserted and then locked by a 90 ° rotation becomes.
  • a conventional one Provide screw connection for attaching the cover grate.
  • the frame 5 has an angled support surface 5.1. This contact surface is used for support and lateral guidance the grating 7.
  • Fig. 2 shows a plan view of the building drainage channel 1, here the grating 7 and the upper edge region of the frame 5 with the bores 8 mentioned for inserting an adjustment tool is recognizable.
  • Recesses 14 enter surface water.
  • Pimples or bumps 15 serve to increase the surefootedness or Reduction of the risk of slipping when entering the gutter.
  • the 2 is the already mentioned father plug-in shoe element 10.1 to recognize which of the easy stringing together and side Fixing several inner building segments serves.
  • FIG. 3 shows a longitudinal view of the channel body according to FIG. 1 and 2, the opposing vertical elongated perforations 3, which are in the side walls 2 of the channel body 1 and located in the frame side walls 4 are.
  • the guide extensions 9 of the frame side wall 4 can be seen in the slot 16 the side walls 2 of the channel body 1 run and together with the guide extension 9 the mentioned height stop form.
  • 4a shows a plan view of the channel body 1 without frame and without Stacking frame.
  • the adjustment elements 6 are with the base plate welded, the base plate 11 itself with the floor area 1.1 of the channel body 1 screwed or welded can be.
  • adjusting elements 6 Due to the space-saving, in the edge areas of the channel body 1 arranged adjusting elements 6 is a largely unhindered Drainage through the perforations in the side walls 2 penetrating liquid and effortless cleaning guaranteed the channel body 1.
  • the plug-in shoe elements namely the father plug-in shoe element 10.1 and the mother plug-in shoe element 10.2.
  • the base plates with attached double pipe guide adjustment elements are standardized and for example also for connecting gutter systems across corners can be used.
  • the side view of the channel body 1 in Fig. 4b shows the Channel body fixed base plates 11 with the double pipe guide adjustment elements 6.
  • the longitudinal view 4c of the channel body according to FIGS. 4a and 4b leaves the horizontally staggered, vertically executed Slot perforations 3 and the slot recess 16 for receiving the guide extension 9 (see Fig. 1 and 3) recognize.
  • Fig. 5a shows a longitudinal view of the frame 5, the Frame side wall 4 with the horizontally offset and vertical executed elongated holes 3 can also be seen.
  • the guide extension for the formation of the height stop designated.
  • the guide extension 9 by punching or punching and angling a section the frame side wall 4 is formed.
  • the lower pipe 6.1 of the adjusting element 6 is cranked and has an internal thread 17 in its upper region.
  • the base plates 11 are together with the lower tube 6.1 of the adjusting element 6 as standardized products a corresponding number of father 10.1 (Fig. 6c and 6d) or mother plug-in shoe elements 10.2 (Fig. 6a and 6b) and then used to complete the channel body 1, whereby to improve the division of forces and Load sharing a variety of base plates and adjustment elements in a building interior body or building interior body segment can be used.
  • the father plug-in shoe element 10.1 has a locking projection 23, which in an associated recess 24 of the mother plug-in shoe element 10.2 engages or can be brought into a locking engagement.
  • This upper tube 6.2 has an inner diameter that it allows the lower tube 6.1 to slide inside to record.
  • the adjustment tool is through an opening 18 in the upper tube 6.2 importable.
  • the upper tube 6.2 is on a Screw head 19 (see Fig. 1) and turns the screw 19.1 in cooperation with the internal thread 17 carried and in terms of height based on the level of the floor area 1.1 of the channel body 1 adjusted.
  • the upper tube 6.2 has an end plate 20, which interacts with the frame 5 or the cover frame 12.
  • FIG 8a shows a top view of an attachment or cover frame 12, which bracket 21 with recesses 22 for fastening of the grating 7.
  • the bracket 21 is on his Ends on both sides inside and outside with the frames 5 for Formation of the top frame 12 welded.
  • the bracket 21 shoots the gutter statics between the top frame 12 and the cover grate 7 and at the same time takes the locking bolt or mounting pin 13 for rust lock.
  • the prefabricated cover frame 12 is assembled inserted into the channel body in such a way that the corresponding upper tubes 6.2 over the lower tubes 6.1, which with the Base plate 11 are connected to be inserted. Subsequently the cover grate 7 is used.
  • FIGS 9a to 9d show detailed representations of the training the base plate 11.1 of a second embodiment.
  • the Base plate 11.1 of the second embodiment points like that Base plate 11 of the first embodiment each the lower Part 6.1 of the respective double pipe guide adjustment elements 6 on.
  • This lower part or the lower tube 6.1 of the adjusting element 6 is also cranked and has in its upper area an internal thread 17.
  • Die Base plates 11.1. the second embodiment are common with the lower tube 6.1 of the adjusting element 6 also manufactured as standardized products.
  • the difference no plug-in shoe elements are provided for the first embodiment, but it has the base plate 11.1 locking tongues 33 and 34 on.
  • the latching tongue 33 preferably has a T-shaped recess 33.1.
  • the latching tongue 34 itself is preferably T-shaped educated.
  • the locking tongues 33 and 34 are punched out obtained according to the blank according to Fig. 9d.
  • the dimensions the width B of the locking tongue 34 corresponds essentially to that Recess B 'of the locking tongues 33.
  • the locking tongue 34 is along the line X at an angle of essentially 90 ° above, i.e. folded towards the lower pipe 6.1.
  • the latch 33 will also go up, i.e. towards the pipe 6.1, however only bent at an angle of essentially 60 ° or folded. As can be seen from FIGS.
  • the 10a and 10b are at the ends of the channel body 1 analogous to the embodiment the first base plate 11 base plates of the second Embodiment 11.1 arranged in the end regions so that one latching tongue 34 in the opposite latching tongue 33 can intervene.
  • the 90 ° curved grips T-shaped locking tongue 34 in the recess 33.1 of 60 ° curved tongue 33 a.
  • the base plate 11.1 with the gutter body Freestanding 60 ° curved latching tongue 34 is protruding in relation to the channel end, the base plate 11.1 with the locking tongue 33, which has the recess 33.1 is set back in relation to the end of the channel body arranged. With such an arrangement, it is easier Insert and connect the two channel bodies 1 from above with additional better lateral locking.
  • the particular advantage of the second embodiment of the base plates 11.1 with the locking tongues 33 and 34 is that for lining up and connecting several channel bodies 1 these do not have to be moved on the surface, but inserted from above and brought into locking engagement can.
  • Figure lla shows a side view and figure llb one Top view of a combination frame for building complex interior building systems.
  • the combination frame 40 serves as Ex, T and Cross piece when connecting several channel elements in the Trap if a gutter system with appropriate branches to be relocated.
  • the combination frame 40 also has one Base plate 11 and double pipe guide adjustment elements 6 on.
  • the combination frame has locking tongues with a T-shaped Recess 31 and locking tongues with T-shape 34 on the respective Side faces of the base plate 11.
  • the combination frame 40 is a universal component in standard size each different Height adjustment areas manufactured and owns an inlet openings 42 on its upper side.
  • the double pipe guide adjustment elements 6 are analogous to those of the base plates of the gutter body.
  • the exemplary embodiments shown according to Figures lla and b are for connection of the combination frame 40 with the adjacent gutter elements 41 locking tongues 33 and 34 with T-shaped recess or T-shape provided, but there are also others, one alternatives that guarantee a secure connection are conceivable.
  • FIG. 12a is a side view of a part a complex gutter system consisting of a multitude shown by channel elements 42, which are made with the help of combination frames 40 are connected at an angle.
  • FIG. 12b A top view of a multi-branch gutter system is shown in FIG. 12b, here also combination frames 40 the connection of corresponding channel elements 42 to serve. Due to the height adjustability with the help of the double pipe guide adjustment elements, which also for the respective Combination frames 40 are provided, is a corresponding stepless Adaptation to required or existing gradients in easily from above with appropriate cutouts Possible by inserting a tool.
  • FIGS. 13a and b show a top view and a side view, respectively a compensating element 43 for use in the gutter system according to embodiment described above.
  • a compensating element 43 is provided.
  • This compensation element 43 is designed in its width so that it can accommodate a conventional channel element, i.e. the compensation element 43 encompasses the other channel elements, whereby the latter are pushed into the compensating element 43 until the desired length is reached.
  • the compensating element has 43 locking means or recesses only on one Page.
  • the locking tongue is T-shaped Recess 33 and the locking tongue with T-shape 34 on one side in the area of the double pipe guide adjustment elements 6 on the floor area 1.1 of the channel body 1 attached.
  • the present construction creates a closed one Floor assembly, consisting of floor area and side walls of the channel body into which an upper component, namely the Frame engages with the frame side walls in such a way that Perforations in the side walls of the frame and the channel body a lateral water inlet and at the same time Retaining gravel or other dirt particles is.
  • Adjustment elements Due to the protected arrangement inside a double tube Adjustment elements can be changed at any time, even subsequently above a height adjustment of the frame or the cover grille level adjustment. This adjustment can be carried out without removing the grating and thereby connected with little effort.
  • Different Sizes especially based on the height of the side walls leave the channel body and / or the frame side walls different heights are infinitely adjustable.
  • the maximum height corresponds to a first size the minimum height of the next size.
  • a large number of adjustment points ensures that that a tilting of the grating or the top frame avoided becomes.
  • the surface pressure ratios are not greater than 3 N / cm 2 at a load of 5 kN.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Sink And Installation For Waste Water (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Claims (9)

  1. Rigole de drainage pour bâtiment comprenant un corps de rigole (1) présentant une section sensiblement en forme de U et un cadre (5) entourant la périphérie supérieure du corps de rigole et recevant une grille de recouvrement (7), dans lesquelles les parois latérales du corps de rigole présentent une pluralité d'ouvertures (3) d'entrée de l'eau, caractérisée en ce qu'elle comprend des éléments télescopiques de réglage (6) en appui contre la face interne du plancher du corps de rigole avec lequel il est relié, éléments de réglage prévus pour recevoir, guider et établir la hauteur du cadre (5), lequel cadre (5) présente une pluralité d'ouvertures (3) d'entrée de l'eau, au moins en ses côtés longitudinaux des parois latérales (4), dans lesquelles les ouvertures d'entrée de l'eau du corps de rigole (1) et les ouvertures d'entrée de l'eau du cadre (5) sont disposées l'une par rapport à l'autre de telle sorte que les parois latérales du cadre (4) forment avec les parois latérales (2) du corps de rigole (1) les faces externes continues de la rigole.
  2. Rigole de drainage pour bâtiment selon la revendication 1, caractérisée en ce que les éléments télescopiques de réglage (6) présentent un guidage à double tube qui est réglable en hauteur grâce à un taraudage (17) agencé à l'intérieur du guidage à double tube.
  3. Rigole de drainage pour bâtiment selon la revendication 1 ou 2, caractérisée en ce que les éléments télescopiques de réglage (6) sont agencés dans les coins, respectivement bordures du corps de rigole (1) pour obtenir un drainage libre.
  4. Rigole de drainage pour bâtiment selon l'une des revendications précédentes, caractérisée en ce que les éléments télescopiques de réglage (6) comprennent un tube inférieur (6.1) relié au plancher du corps de rigole (1) et un tube supérieur (6.2) coulissant, dans lesquels le tube supérieur (6.2) présente une surface d'appui pour recevoir le cadre (5) ou un encadrement (12) de recouvrement ou de coiffe.
  5. Rigole de drainage pour bâtiment selon l'une des revendications précédentes, caractérisée en ce que les parois latérales (2) du corps de rigole (1) et les parois latérales de cadre (4) présentent des moyens pour limiter la possibilité de réglage en hauteur.
  6. Rigole de drainage pour bâtiment selon la revendication 5, caractérisée en ce qu'une protubérance de guidage (9) de la paroi latérale de cadre (4) oblique et orientée vers la paroi latérale (2) correspondante de corps de rigole (1) est en prise dans une ouverture longitudinale (16) de la paroi latérale correspondante (8) du corps de rigole (1) pour créer une butée de limitation de hauteur.
  7. Rigole de drainage pour bâtiment selon l'une des revendications précédentes, caractérisée en ce que des moyens de liaison enfichables ou encliquetables (10.1,10.2,33,34), ainsi que de fixation latérale et d'alignement les uns derrière les autres d'une pluralité d'éléments de rigole de drainage de bâtiment, sont agencés en les extrémités frontales des corps de rigole (1), dans lesquelles un téton d'encliquetage (23) d'un élément de fixation mâle (10.1) s'engage dans une ouverture (24) d'un élément de fixation femelle (10.2) ou dans lequel une languette d'encliquetage en forme de T (34) s'engage respectivement dans une languette (33) présentant une ouverture (33.1) en forme de T.
  8. Rigole de drainage pour bâtiment selon la revendication 4, caractérisée en ce que le cadre de couvercle, respectivement de coiffe (12), est relié avec le tube supérieur (6.2) de l'élément télescopique de réglage (6), respectivement du guidage à double tube, et présente au moins un étrier (21) pour recevoir des moyens d'arrêt de la grille de recouvrement (7).
  9. Rigole de drainage pour bâtiment selon l'une des revendications 1 à 7, caractérisée en ce qu'au moins un élément de compensation (43) est installé lors de la construction d'un système de rigole pour compenser des longueurs, dans lequel l'élément de compensation (43) présente des moyens de liaison (33,34) de type enfichable ou encliquetable en l'une des extrémités frontales de son corps de rigole (1) et dans lequel les autres corps de rigole, respectivement élément de rigole, sont engagés en coulissement dans l'élément de compensation (43) pour compenser une longueur.
EP95105662A 1994-06-16 1995-04-13 Rigole de drainage pour bâtiments Expired - Lifetime EP0687784B1 (fr)

Applications Claiming Priority (12)

Application Number Priority Date Filing Date Title
DE4421114 1994-06-16
DE4421114 1994-06-16
DE4429436 1994-08-19
DE4429436 1994-08-19
DE4434537 1994-09-27
DE4434537 1994-09-27
DE19500397 1995-01-09
DE19500397 1995-01-09
DE19507325 1995-03-02
DE19507325 1995-03-02
DE19511206A DE19511206C2 (de) 1994-06-16 1995-03-27 Hochbauentwässerungsrinne
DE19511206 1995-03-27

Publications (2)

Publication Number Publication Date
EP0687784A1 EP0687784A1 (fr) 1995-12-20
EP0687784B1 true EP0687784B1 (fr) 1998-07-08

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP95105662A Expired - Lifetime EP0687784B1 (fr) 1994-06-16 1995-04-13 Rigole de drainage pour bâtiments

Country Status (2)

Country Link
EP (1) EP0687784B1 (fr)
AT (1) ATE168154T1 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102004014152A1 (de) * 2004-02-25 2005-09-22 Aco Severin Ahlmann Gmbh & Co. Kg Oberflächenentwässerungseinrichtung
RU2576268C1 (ru) * 2015-01-26 2016-02-27 Общество с ограниченной ответственностью "КапиталФорм" Решетка дождеприемного канала
RU2726806C1 (ru) * 2019-09-04 2020-07-15 Всеволод Геннадиевич Ситников Элемент дождеприемного канала, лоток дождеприемного канала и планка крепления решетки дождеприемного канала

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DE59807294D1 (de) * 1997-09-29 2003-04-03 Sita Bauelemente Abdeckung für Entwässerungsrinnen
DE20005165U1 (de) * 2000-03-21 2000-06-29 Altvater, Erich, 71034 Böblingen Entwässerungsrinne
DE102004049944B4 (de) * 2004-10-13 2015-04-02 Dallmer Gmbh & Co. Kg Ablaufvorrichtung für den Einbau in eine Bodenöffnung
AT8143U1 (de) * 2004-12-10 2006-02-15 Hl Hutterer & Lechner Gmbh Befestigungselement für einen sanitärbauteil
AU2010206499B2 (en) 2009-01-22 2015-11-26 William Francis Swanston Weir grate
DE202016106530U1 (de) 2016-11-22 2018-03-01 Richard Brink Gmbh & Co. Kg Aus Blech bestehende Dränage- oder Entwässerungsrinne
CN108867830A (zh) * 2017-05-11 2018-11-23 北京飞波滑板冲浪模拟器有限公司 一种漏水网部件
DE202017106780U1 (de) 2017-11-08 2017-12-05 Richard Brink Gmbh & Co. Kg Entwässerungs- oder Dränagesystem
DE102018122167A1 (de) * 2018-09-11 2020-03-12 ACO Severin Ahlmann GmbH & Co Kommanditgesellschaft Höhenverstellbare Entwässerungsrinne

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DE2635811C2 (de) * 1976-08-09 1985-08-01 Dehne, geb. Herwijnen, Liesbeth van, 3593 Edertal Höhenverstellbare Abdeckung für Schächte, Straßeneinläufe, Hydrantenkappen u.dgl.
FR2376918A1 (fr) * 1977-01-05 1978-08-04 Dumortier Robert Grille d'avaloir pour eaux pluviales
DE3214442C2 (de) * 1982-04-20 1987-01-29 Hauraton Gmbh Betonwarenfabrik, 7550 Rastatt Entwässerungsrinne für Flachdächer
DE8532382U1 (de) * 1985-11-15 1986-01-02 Braas & Co Gmbh, 6000 Frankfurt Höhenverstellbarer Wassereinlauf zur Entwässerung von Flachdächern, Balkonen, Terrassen od. dgl.
DE3740470C2 (de) * 1987-11-28 1998-07-02 Hauraton Betonwaren Entwässerungsrinne und damit aufgebautes Rinnensystem
DE3819173C2 (de) * 1988-06-04 1997-09-25 Emil Grumbach Wassereinlauf für Gründächer, Gründecken oder Grünflächen über Tiefgaragen

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Publication number Priority date Publication date Assignee Title
DE102004014152A1 (de) * 2004-02-25 2005-09-22 Aco Severin Ahlmann Gmbh & Co. Kg Oberflächenentwässerungseinrichtung
DE102004014152B4 (de) * 2004-02-25 2008-01-03 Aco Severin Ahlmann Gmbh & Co. Kg Oberflächenentwässerungseinrichtung
RU2576268C1 (ru) * 2015-01-26 2016-02-27 Общество с ограниченной ответственностью "КапиталФорм" Решетка дождеприемного канала
RU2726806C1 (ru) * 2019-09-04 2020-07-15 Всеволод Геннадиевич Ситников Элемент дождеприемного канала, лоток дождеприемного канала и планка крепления решетки дождеприемного канала

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ATE168154T1 (de) 1998-07-15

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