• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    A method of forming a threshold process 31 is disclosed. The drain 31 extends along an outer wall 4 of a building and is formed in an outer surface 36. The building has an interior floor 21, with the exterior surface 36 and interior floor 21 being substantially flush so as to be accessible by trolleys, wheelchairs and the disabled. The gutter 31, the outer surface 36, the inner floor 21 and a gutter 40 are all made in a single concreting operation. The gully has an outer sidewall 39 supporting a plurality of triangular cantilevers 43. A support frame 42 having two longitudinally extending edges 51, 52 is supported by the arms 43 and removably receives a grid 32 between the edges 51, 52. The inner edge 51 has a distance of preferably 10-12 mm from the wall 24 of the building in order to provide a moisture barrier in the New Zealand building code according to the norm set forth in clause E2 External Humidity. The process 31 is also disclosed.
    公开号:AT520157A2
    申请号:T50493/2018
    申请日:2018-06-20
    公开日:2019-01-15
    发明作者:
    申请人:Aco Ltd；
    IPC主号:
    专利说明:

    SUMMARY
    A method of forming a threshold flow 31 is disclosed. The drain 31 extends along an outer wall 4 of a building and is formed in an outer surface 36. The building has an inner floor 21, the outer surface 36 and the inner floor 21 being substantially flush so that they are accessible to trolleys, wheelchairs and the disabled. The drainage channel 31, the outer surface 36, the inner floor 21 and a water channel 40 are all produced in a single concreting process. The gutter has an outer side wall 39 which supports a plurality of triangular cantilever arms 43. A support frame 42 with 2 longitudinally extending edges 51, 52 is supported by the arms 43 and accommodates a grid 32 between the edges 51, 52 in a releasable manner. The inner edge 51 is preferably at a distance of 10-12 mm from the wall 24 of the building, in order to provide a moisture barrier in the New Zealand building code in accordance with the norm defined in clause E2 outside moisture. Sequence 31 is also disclosed.
    (Fig. 3) / 14
    THE iNVENTION field
    The present invention relates to processes, and more particularly to threshold processes.
    State of the art
    Threshold drains are used on balconies and general outdoor areas such as porches and entertainment areas. Thanks to threshold processes, trained areas outside a building can be designed so that they are essentially at the same level as the floor levels inside the building. Thanks to this equal height, safe driving of wheelchairs, trolleys and other devices on wheels as well as the safety of disabled people and other people walking on the stick is guaranteed.
    Thanks to a threshold drain, the risk of surface water entering a building through a threshold can also be significantly reduced; furthermore, the water running off during thunderstorms of doors and windows is collected there. According to a norm in the New Zealand building code set out in clause E2 outside moisture, a gap must extend between the building wall and the grille of the neighboring threshold drain.
    So far, two concreting processes had to be carried out when designing the threshold drain. During the first concreting process, the ditch or water channel is created. Then the support frame for the drain grille is installed on the cast concrete. This is followed by a second concreting process to cover the support arms of the support frame and to build up the outer concrete surface to the level of the inner floor (less any space required for slabs to be laid on the outer concrete surface).
    Origin of the invention
    The present invention originated from the desire to simplify the construction of sleeper drains by providing a sleeper drawer system that requires only a single pouring operation, thereby saving both time and money in the sleeper drawer construction.
    Summary of the invention
    According to a first aspect of the present invention, a drain system for a threshold drain extending along an outer wall of the building is disclosed, the / 14
    The building has an interior floor and the threshold drain forms the drain for an exterior surface that is substantially flush with the interior floor, the system comprising: a gutter that has a base and two side walls, one of the side walls substantially aligned with the building wall and the other of the side walls is spaced from the building wall, a lattice support frame having a pair of elongated edges, the frame being supported by a plurality of cantilever arms, each of which is attached to the other side wall of the water channel after the water channel is formed, wherein the frame has a width between the edges which is smaller than the width of the water channel, and a grid arranged between the edges and supported by the frame, a gap being formed between the building wall and the edge closer to the building wall, which gap extends along the Building wall extends.
    According to a second aspect of the present invention, there is disclosed a method of forming a sill drain extending along an outer wall of the building, the building having an inner floor and the sill drain formed in an outer surface which is substantially flush with the inner floor, the method includes the following steps:
    Forming a gutter and the outer surface in a single concreting operation, the gutter having a base and two side walls, one of the side walls being substantially aligned with the building and the other of the side walls being spaced from the building wall, supporting a lattice support frame which is a pair has elongated edges, by means of a plurality of cantilever arms, each of which is attached to the other side wall of the water channel after its formation, the frame having a width between the edges which is smaller than the width of the water channel, and
    Supporting a lattice on the frame, the lattice being arranged between the edges, a gap being formed between the building wall and the edge closer to the building wall, which gap extends along the building wall.
    Brief description of the drawings
    A preferred embodiment of the invention will now be described by way of example only with reference to the accompanying drawings. Show it:
    1 is a perspective view of a known threshold sequence,
    Fig. 2 is a cross-sectional view through the flow of Fig. 1, / 14th
    Fig. 3 is a perspective view of a threshold process according to a preferred
    Embodiment of the present invention,
    Fig. 4 is a cross-sectional view through the flow of Fig. 3 before installing the
    Threshold expiry and
    5 is a cross-sectional view through the flow of FIG. 3 after the threshold flow is installed.
    Detailed description
    As can be seen from FIGS. 1 and 2, a known threshold drain 1 with a grating 2 is formed adjacent to a wall 4 of a building. Part of the wall 4 and the lower section 5 of a balcony or other outer surface 6 are formed by a first concreting process. The first concreting process also forms the base 7, the inner side wall 8 and part of the outer side wall 9 of the water channel 10 of the sleeper drain 1.
    A vertical frame 12 has a plurality of horizontal support arms 13 which, as shown, are connected to the lower section 5 by bolts. A formwork strip 15 is attached to the underside of the support arms 13. Thus, the vertical frame 12 and the formwork strip 15 provide a means for receiving the concrete 16 of a second concreting process, through which the upper section 18 of the outer surface 6 and the rest of the outer side wall 9 are provided.
    In one arrangement, the outer surface 6 is provided by panels 20 laid on a thin layer of sand; in this case, the concrete 16 has an upper surface which is about the height of the slabs 20 below the grid 2. If the concrete formed by the lower section 5 and the upper section 18 is to complete the outer surface 6, then the concrete 16 is alternatively smoothed or pulled off flush with the grid 2 and thus essentially flush with the inner floor 21.
    In the particular arrangement shown, part of the wall 4 is provided by a sliding glass door 24 that opens to the outer surface 6. As a result, the sliding glass door 24 can be opened, and trolleys, wheelchairs, cane walkers and the like. Ä. can get from the outer surface 6 into the interior of the building 4 and vice versa, because both the inner surface and the outer surface are essentially flush. There is also a gap 26 that extends between the wall 4 and the grille 2, which is a moisture barrier according to the New Zealand standard specified in clause E2 Outer Moisture
    Provides building regulations.
    Accordingly, the known arrangement described above conforms to the standard; however, two concreting processes must be carried out, which must necessarily take place on different days. Accordingly, the method required to build the known arrangement described above is time consuming and thus expensive.
    According to a preferred embodiment of the present invention, as shown in FIGS. 3-5, a threshold sequence 31 is provided which also complies with the above-mentioned standard. As can be seen from FIGS. 3-5, the threshold outlet 31 has a grid 32 and, as before, is formed adjacent to the wall 4 of a building. Part of the wall 4 and the entire balcony or other outer surface 36 are formed by a single concreting process. The concrete 46 of the single pouring operation also forms the base 37, the inner side wall 38 and the entire outer side wall 39 of the water channel 40 of the threshold drain 31. Preferably, the water channel 40 is approximately 200 mm wide.
    A support frame 42 has a plurality of triangular cantilever arms 43 which, as shown, are bolted to the outer side wall 39 of the gutter 40 after the concrete of the single pour has begun to set. It can be seen that the triangular arms 43 have a first vertical edge which is attached to the side wall 39, a second horizontal edge which supports the grating 32 and a hypotenuse 44 which does not block the water channel 40. The support frame 42 also has two edges 51, 52 between which the grid 32 is held.
    The outer surface 36 is either provided with plates 20, which are laid on a thin layer of sand; in this case, the concrete 46 of the single pour has an upper surface which is approximately the height of the slabs 20 below that of the grid 32. However, if the concrete 46 is to complete the outer surface 36, then the concrete 46 is alternatively smoothed or removed flush with the grid 32 and thus essentially flush with the inner floor 21.
    Here too, part of the wall 4 is provided by a sliding glass door 24 that opens to the outer surface 36. As a result, the sliding glass door 24 can be opened, and trolleys, wheelchairs, cane walkers and the like. Ä. can get from the outer surface 36 into the interior / 14 of the building and vice versa, because both the inner surface and the outer surface are substantially flush. In addition, there is also a gap 26 (which is at least 10 mm and preferably 12 mm wide), which extends between the wall 4 and the grid 32.
    This gap 26 provides a moisture barrier in accordance with the above, in clause E2 exterior
    Moisture-ready norm of New Zealand building code ready.
    A particular advantage of the preferred embodiment shown in FIGS. 3-5 is that only a single concreting process is necessary, so that the installation of the threshold drain 31 is quick and easy. Furthermore, the arrangement is suitable for retrofitting an existing suitable water channel 10, 40. This is not easily achieved with the known system and method.
    The grille 32 can preferably be removed from the frame 42 since it is held there by means of a resilient snap-in engagement. An assortment of grids 32 with different materials and slot configurations can be provided.
    Only one embodiment of the present invention is described in the above; changes may be made therein that will be apparent to those skilled in the art without departing from the scope of the present invention.
    The word "comprehensive" (and its grammatical variations) is used herein in the inclusive meaning of "having" or "have" and not in the exclusive meaning of "consisting only of".
    / 14
    权利要求:
    Claims (14)
    [1]
    EXPECTATIONS
    1. A drain system for a threshold drain extending along an exterior wall of the building, the building having an interior floor and the threshold drain forming the drain for an exterior surface that is substantially flush with the interior floor, the system comprising:
    a gutter having a base and two side walls, one of the side walls substantially aligned with the building wall and the other of the side walls spaced from the building wall, a lattice support frame having a pair of elongated edges, the frame of a plurality of Cantilever arms are supported, which are each attached to the other side wall of the water channel after the formation of the water channel, wherein the frame has a width between the edges which is smaller than the width of the water channel, and one arranged between the edges and supported by the frame Grid, wherein a gap is formed between the building wall and the edge closer to the building wall, which extends along the building wall.
    [2]
    2. The system of claim 1, wherein each of the cantilevers is substantially a right triangle having a first substantially vertical edge attached to the other side wall, a second substantially horizontal edge supporting the edges, and a third edge, which forms a hypotenuse.
    [3]
    3. System according to claim 1 or 2, wherein the grid is releasably arranged between the edges.
    [4]
    4. System according to any one of claims 1-3, wherein the gutter is made of cast concrete and the other side wall of the water gutter is poured to substantially the same height as the inner floor during the formation of the gutter.
    [5]
    5. System according to any one of claims 1-4, wherein the outer surface is selected from the group consisting of a concrete foundation slab and laid on a concrete foundation slab.
    [6]
    6. The system of claim 5, wherein the height of the other side wall of the water channel by the thickness of slabs to be laid on the cast concrete is less than the height of the
    [7]
    7/14
    Ί
    Is inside.
    Ί. System according to one of claims 1-6, wherein the width of the gutter is approximately 200 mm and the width of the gap is at least 10 mm and preferably approximately 12 mm.
    [8]
    8. A method of forming a threshold drain extending along an outer wall of the building, the building having an inner floor and the threshold drain being formed in an outer surface that is substantially flush with the inner floor, the method comprising the following steps:
    Forming a gutter and the outer surface in a single concreting process, the gutter having a base and two side walls, one of the side walls being substantially aligned with the building and the other of the side walls being spaced from the building wall,
    Supporting a lattice support frame, which has a pair of elongated edges, by means of a plurality of cantilever arms, each of which is fastened to the other side wall of the water channel, the frame having a width between the edges which is smaller than the width of the water channel, and
    Supporting a lattice on the frame, the lattice being arranged between the edges, a gap being formed between the building wall and the edge closer to the building wall, which gap extends along the building wall.
    [9]
    The method of claim 8 including the further steps of forming each of the cantilevers as a substantially right triangle having a first substantially vertical edge, a second substantially horizontal edge and a third edge forming a hypotenuse, securing the first having a substantially vertical edge on the other side wall and supporting the edges by the second substantially horizontal edge.
    [10]
    10. The method of claim 8 or 9, comprising the further step of releasably arranging the grid between the edges.
    8/14
    [11]
    11. The method according to any one of claims 8-10, wherein the outer surface is selected from the group consisting of a concrete foundation slab and laid on a concrete foundation slab.
    [12]
    12. The method according to any one of claims 8-11, wherein the width of the gutter is approximately 200 mm and the width of the gap is at least 10 mm and preferably approximately 12 mm.
    9/14
    1.5

    STATE OF THE ART
    10/14
    2.5

    STATE OF THE ART
    11/14
    3.5

    12/14
    4.5

    [13]
    13/14
    5.5

    [14]
    14/14
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    同族专利:
    公开号 | 公开日
    US10508429B2|2019-12-17|
    AT520157A3|2019-05-15|
    AT520157B1|2020-02-15|
    US20180363284A1|2018-12-20|
    DE102018114708A1|2018-12-20|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    US3089396A|1960-04-04|1963-05-14|Eugene R Rowland|Grate inlet|
    US4387535A|1981-12-07|1983-06-14|Manco Tape, Inc.|Adjustable threshold assembly|
    US5340234A|1992-07-30|1994-08-23|Rossi Anthony P|Trench drain system and installation method|
    JP2990228B2|1995-09-25|1999-12-13|鹿島建設株式会社|Flat sash with built-in drain|
    JP2000129741A|1998-10-29|2000-05-09|Sekisui Chem Co Ltd|Doorway structure of bathroom unit|
    GB2364731B|2000-05-11|2003-10-15|Darren Charles Booker|Door threshold|
    GB2381287B|2001-10-25|2005-05-25|Wintem Limted|A threshold unit for an exterior door of a building|
    GB2385877B|2002-02-12|2005-08-24|Dixon Internat Group Ltd|Threshold|
    US7637695B1|2006-09-14|2009-12-29|Neenah Foundry Company|Heavy duty trench frame and grate assembly|
    US7967523B2|2007-10-05|2011-06-28|Watts Water Technologies, Inc.|Trench drain assembly|
    US7686540B2|2007-12-11|2010-03-30|Astral Property Pty Ltd|Transport corridor infiltration system|
    US7955027B2|2008-09-08|2011-06-07|National Diversified Sales, Inc.|System and method for a curved conduit|
    CN102308051B|2009-02-10|2014-12-24|普瑞斯有限公司|Drain and inlet member for drain|
    JP3157508U|2009-12-07|2010-02-18|株式会社日本アルテック|Lid support frame for drainage adjacent to building|
    DE202010002763U1|2010-02-24|2011-07-27|Schlüter-Systems Kg|floor drain|
    US8769875B1|2011-06-14|2014-07-08|Tommy G. Scoggins|Threshold and lag assembly for a door|
    US9567739B2|2014-04-01|2017-02-14|Oldcastle Precast, Inc.|Floor drain assembly system and method of forming the same|
    DE202016101611U1|2016-03-23|2016-06-20|Hauraton Gmbh & Co. Kg|drainage system|
    US10167621B2|2016-09-29|2019-01-01|Jay R. Smith Mfg. Co.|Threshold trench drain|
    WO2018106510A1|2016-12-07|2018-06-14|Meyers Lawrence G|Debris trap for use in linear drains|
    AU2018200528A1|2017-01-26|2018-08-09|Zurn Industries, Llc|Trench drain bridge and clip attachment for the same|
    CA3011583C|2017-07-26|2021-01-26|Smith Industries, Inc. D/B/A Jay R. Smith Mfg. Co.|Inlay tray threshold trench drain|US11174129B1|2018-10-26|2021-11-16|High Rise Solutions, LLC|Integrated elevator sill drain|
    CN110387938A|2019-08-15|2019-10-29|中冶建工集团有限公司|Indoor drainage ditch construction technology|
    法律状态:
    优先权:
    申请号 | 申请日 | 专利标题
    NZ73302217|2017-06-20|
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