• 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:
    In a side wall (1) for an overflow channel comprising a first molded block (2) for forming an inner wall of the overflow channel facing a basin and a second shaped block (3) for forming an outer wall of the overflow channel facing away from the basin, the second shaped block (3) having a first support region (4) for supporting a grate and a second support region (5) adjoining the first support region (4) for supporting a bottom plate, it is proposed that between the first support region (4) and the second support region (5) a gap (6) runs in the longitudinal direction of the second molded block (3), and in that the gap (6) has a minimum depth of 2 to 10 cm.
    公开号:AT516176A4
    申请号:T770/2014
    申请日:2014-10-16
    公开日:2016-03-15
    发明作者:Alfred Ploj
    申请人:Alfred Ploj；
    IPC主号:
    专利说明:

    The invention relates to a side wall for an overflow channel according to the preamble of claim 1.
    An overflow gutter is a gutter around a fluid-filled pool, such as a swimming pool, which collects overflowing quantities of the fluid. The overflow channel has a side wall which has an inner wall facing the basin and an outer wall facing away from the basin, the fluid being trapped in the space between the inner wall and the outer wall. The sidewall is formed by shaped bricks, which can then be locally reinforced to the overflow gutter. The overflow trough we covered by a rust, which rests on both the inner wall and the outer wall.
    Furthermore, the outer wall has a support surface for a bottom plate so that the bottom plate can be placed against the grate, whereby a smooth transition from the overflow trough to the surrounding soil can be created. In this case, a smooth transition is of great importance, since in this area a gap or edge would present a high risk of injury to the pelvic users of the pelvis.
    The disadvantage of this is that a support area is necessary with thin floor panels, so that there are no long-term level shifts between the grate and the floor panel. However, if a thick bottom plate is used, it can only be used adjacent to the outer wall, and the exposed area between the grate and the bottom plate must be lavishly filled, so that no gap opens.
    The object of the invention is therefore to provide a side wall for an overflow channel of the type mentioned above, with which the mentioned disadvantages can be avoided, with which slatted transition from the grate to the bottom plate can be achieved at bottom plates of different thickness and which is easy in the handle.
    According to the invention, this is achieved by the features of claim 1. This results in the advantage that in a built with this side overflow gutter even with bottom plates with different thickness slimmer and stable transition from the grate to the bottom plate can be achieved.Hierbei there are bottom plates with the Thickness of the grate, which can be placed on the second support area, whereby a smooth transition can easily be achieved. If a bottom plate is to be used whose thickness exceeds the thickness of the grate, for example, a thick stone plate, the second support area can be easily broken in place, which also this floor plate can be installed directly adjacent to the grate. This breakout can easily be done with a screwdriver or similar device, eliminating the need for expensive special tools. Furthermore, the use of additional spacers may be dispensed with. Since this thicker bottom plate usually has a high intrinsic stability, a defined support area is no longer necessary. As a result, the side wall of the bottom plate can be easily adapted on site during construction of the basin. Furthermore, even when the floor covering changes, the overflow trough can easily be retrofitted directly on site. As a result, a smooth and safe transition from the grate to the floor covering can be ensured in a simple way for a long time in a pool.
    The subclaims relate to further advantageous embodiments of the invention.
    It is hereby expressly referred to the wording of the claims, whereby the claims at this point are incorporated by reference into the description and are considered to be reproduced verbatim.
    The invention will be further described with reference to the accompanying drawings, in which only one preferred embodiment is shown by way of example. Showing:
    Fig. 1 shows a preferred embodiment of the side wall in a first state; and
    Fig. 2 shows the preferred embodiment of the side wall in a second state.
    Figures 1 and 2 show a preferred embodiment of a side wall 1 for an overflow channel comprising a first shaped block 2 for forming a basin facing inner wall of the overflow channel and a second shaped block 3 for forming an outer wall of the overflow channel facing away from the basin, the second shaped block 3 having a first support area 4 for supporting a rust and a, adjacent to the first support portion 4, second support portion 5 for supporting a bottom plate.
    An overflow gutter is a gutter located at one edge of a basin that collects and passes overflowing liquids from the basin. Such overflow gutters are common in swimming pools, for example.
    The overflow channel has a side wall 1, which is formed from, in particular prefabricated, molded bricks 2.3. This side wall 1 can then be placed in situ on a side wall of the basin during construction of the basin, with the overflow channel being concreted with the side wall 1 directly on site.
    Here, the side wall 1, the first molded block 2 for forming the basin facing the inner wall of the overflow channel, so the wall which faces with the liquid located in the basin. The inner wall of the overflow channel can in this case take place by a frontal row of a plurality of first molded blocks 2.
    In particular, the first molded block 2 may have an overflow edge 19 for the liquid, wherein a bevel 20 may be arranged in front of the overflow edge 19. Such a design is common, for example, in a so-called Zurich gutter or Finnish gutter. The shape of the overflow edge 19 can also deviate.
    Furthermore, it can be provided that the first molded blocks 2 has a support region 21 for the grate.
    Furthermore, the side wall 1 has the second molded block 3 for forming the outer wall of the overflow channel facing away from the basin, that part of the overflow channel which is in contact with the base surrounding the basin. The
    Outer wall of the overflow channel can be done by an end-side juxtaposition of a plurality of second molded blocks 3.
    The first molded brick 2 and / or the second molded brick 3 may in particular comprise a concrete body. Alternatively, the base may be formed of stone or ceramic.
    The second molded brick 3 has, in particular on an upper side 22 of the second shaped brick 3, a first support region 4 for supporting a grate, wherein the grate can rest stably on the first support region 4 of the second molded brick 3 and the support region 21 of the first molded brick 3. The first support region 4 can in particular be flat.
    Adjacent to the first support region 4, a second support region 5 is arranged, which is preferably arranged flush with the first support region 4, ie at the same height. The second support area 5 can be in particular. The second support area 5 is provided for supporting a base plate, which base plate is provided for forming a floor covering surrounding the basin. By using a bottom plate of the same thickness as the grate, this can easily achieve a smooth transition between the grate and the surrounding bottom.
    It is provided that between the first support area 4 and the second support area 5, a gap 6 extends in the longitudinal direction of the second molded block 3, and that the gap 6 has a minimum depth of 2 to 10 cm. The gap 6 hereby is a narrow and oblong opening, which in particular separates the first support region 4 and the second support region 5 and the regions lying below these support regions 4, 5 in the main body of the second molded brick 3. The gap 6 preferably runs continuously, and in particular also straight, in the longitudinal direction of the second molded brick 3. The length of the gap 6 can therefore correspond to the length of the second molded brick 3. The gap 6 can furthermore preferably be normal to the plane of the two contact areas 4, 5 , The gap 6 has a minimum depth, that is to say at least one depth, of 2 to 10 cm. Hereby, by inserting a tool into the gap, the part of the second molded brick 3 can be broken away with the second support area 5, whereby a thicker base plate can be used.
    This results in the advantage that even with bottom plates with different thickness einlatter and stable transition from the grate to the bottom plate can be achieved in an established with this side wall 1 overflow trough Here, there are bottom plates with the thickness of the grate, which can be placed on the second support area 5 , which makes it easy to achieve a smooth transition. If a bottom plate is to be used whose thickness exceeds the thickness of the grate, for example, a thick stone plate, the second support portion 5 can be easily broken in place, which also this floor plate can be installed directly adjacent to the grate. This breakout can easily be done with a screwdriver or similar device, eliminating the need for expensive special tools. Furthermore, the use of additional spacers may be dispensed with. Since this thicker bottom plate usually has a high intrinsic stability, a defined support area is no longer necessary. As a result, during construction of the basin, the side wall 1 of the bottom plate can simply be adapted on site. Furthermore, even when the floor covering changes, the overflow trough can easily be retrofitted directly on site. As a result, a smooth and safe transition from the grate to the floor covering can be ensured in a simple way for a long time in a pool.
    Furthermore, an overflow trough can be provided with such a side wall 1.
    In particular, the gap 6 may have a minimum depth of 3 to 8 cm, in particular 4 to 6 cm.
    In Fig. 1, the preferred embodiment of the side wall 1 is shown in a first state, which state can also be regarded as the original state. The first support portion 4 and the second support portion 5 are separated by the gap 6. The gap 6 causes the second support area 5 to be able to be broken off by a predefinable depth, namely the minimum depth predetermined by the gap.
    In Fig. 2, the preferred embodiment of the side wall 1 is shown in a second state, wherein, in contrast to the first state, the support region 5 has been broken off. Here, one side of the former gap 6 forms an abutment surface 23 for the bottom plate, whereby further a smooth transition between the grate and the bottom plate can be achieved. Subsequent to the abutment surface 23, a fracture surface 24 is arranged, which is formed by the abort of the second support region 5. Since a thick bottom plate, in particular a bottom plate with a thickness of over 3 cm, has sufficient intrinsic stability, it suffices if this bottom plate rests on the adjacent base, which therefore does not need to be supported on the fracture surface 24. A particularly flat formation of the fracture surface 24 is therefore not necessary.
    The gap 6 may have a width of less than 1 mm, in particular less than 0.3 mm. Particularly preferably, it can be provided that both sides of the gap 6 lie substantially tight. This can prevent water or contaminants from entering the gap and damaging the second molding block 3 over time.
    In the original state, the second shaped brick 3 can particularly preferably have a cuboid outer contour. However, the second shaped brick 3 may also have a different outer contour, for example a trapezoidal outer contour.
    The second shaped brick 3 may preferably have a width of 4 cm to 8 cm.
    Furthermore, the second molded block 3 may have a height of 12 cm to 20 cm.
    In particular, the second molded block 3 may have a length of 0.5 m to 6 m.
    The first molded brick 2 can preferably correspond in terms of the proportions of substantially the second shaped brick 3.
    Particularly preferably, it can be provided that the second support area 5 can be broken out by inserting a wedge-shaped object into the gap 6. Hereinbei presses the wedge-shaped object the second molded block 3 at the gap 6 apart until the second support area 5 breaks off. In this case, the second shaped brick 3 can be made less fracture-proof by the shape in the second support region 5 than in the first support region 4.
    In particular, it can be provided that a width of the second support area 5 is smaller than the minimum depth. The width of the second support area 5 is measured here transversely to the longitudinal direction of the second molded block 3. By means of this proportion, the second support region 5 can be broken out in a simplified manner.
    Particularly preferably, it may be provided that the width of the second support region 5 is none other than a width of the first support region 4.
    As a result, it can be ensured without any special action that the second support region 5 and not the first support region 4 breaks off.
    Particularly preferably, it can be provided that a predetermined breaking point 11 is formed between a base 7 of the gap 6 and a longitudinal side 8 of the second molded block 3 adjoining the second bearing region 5. In this case, the bottom 7 of the gap designates the lower end of the gap 6 facing away from the second support region 5. The predetermined breaking point 11 can be a structurally designed weakening of the cross section of the main body of the second molded block 3 in the region between the bottom 7 of the gap 6 and the longitudinal side 8.
    In particular, it can be provided that the predetermined breaking point 11 comprises a groove running parallel to the base 7 of the gap 6 on the longitudinal side 8. As a result, the base body of the second molded block 3 can be weakened in a prescribable manner, whereby the predetermined breaking point 11 is formed.
    It can be particularly preferable to proceed such that the gap 6 spreads further at its bottom 7 in the direction of the longitudinal side 8. As a result of this, the basic body of the second molded brick 3 can be predeterminably weakened, whereby the break-up point 11 is formed.
    In order to render the shaped bricks 2, 3 insensitive to the liquid conveyed in the overflow channel, it may be provided, in particular, to coat the bricks 2,3 at least partially in a water-repellent or waterproof manner.
    In particular, it can be provided that the shaped bricks 2, 3 at least in some areas comprise a surface of metal, preferably of foil-coated metal. This metal surface may also be referred to as metal sheets 9,10,18 or metal sheets. Through the surface of foil-coated metal, the bricks 2,3 are permanently impermeable to a variety of liquids and chemicals, especially water and chlorine.
    For permanent connection of the, the shaped bricks 2,3 at least partially enclosing plates to the bricks 2.3, it may be advantageous if the plates 9,10,18 penetrate along at least one line in the respective shaped brick 2,3. Preferably, at least one of the sheets 9, 10, 18 penetrates into the respective shaped brick 2, 3 along two lines. As a result, a permanent connection of the respective molded brick 2, 3 to the respective metal sheet 9, 10, 18 can be guaranteed.
    Particularly preferably it can be provided that at least partially a first sheet 9 is arranged on the first support region 4 and at least partially a second sheet 10 on the second support region 5, and that the first sheet 9 and the second sheet 10 penetrate into the gap 6. The sheets 9, 10 may run in the gap 6 in particular parallel to one another. As a result, the gap 6 can also be made corrosion-resistant.
    In particular, it can be provided that the gap 6 is lined by the two sheets 9,10, wherein particularly preferably the first sheet 9 forms a first side of the gap and the second sheet 10 can form a second side of the gap 6. This results in the advantage that the gap 6 can be easily manufactured without additional working step. In this case, the metal sheets 9, 10 can be introduced into a mold during the production of the second molded brick 3, which is then filled with concrete. The metal sheets 9, 10 separate the two adjacent support regions 4, 5 and after hardening automatically form a predeterminable separating surface, which forms the gap 6.
    Furthermore, it can be provided that the first sheet 9 and the second sheet 10 in the gap 6 substantially abut each other. As a result, the gap 6 is formed only as a separation of two areas, wherein the width can be so small that
    Liquid and foreign body difficult to penetrate into the gap 6.
    Furthermore, it can be provided that the gap 6 has a seal on the surface of the shaped brick 3. This seal can be particularly easily removed mechanically. As a result, the gap 6 can be easily kept clean, whereby the seal can be broken easily for breaking the second support region 5. The seal may for example be formed by a thin layer of paint or silicone.
    It can preferably be provided that the second metal sheet 10 is bent on the bottom 7 of the gap 6 in the direction of the longitudinal side 8 adjoining the second support region 5. As a result, a break point 11 can easily be formed in the manufacture, since the gap 6 follows the course of the second sheet 10.
    The second sheet 10 may in particular be bent by 90 °, that is to say have an L-shape.
    Again, in particular the first plate 9 can run parallel to the second plate 10.
    Preferably, it may further be provided that the first molded block 2 and the second shaped brick 3 are connected to each other by means of a, in particular designed as a reinforcement, connecting part 12. As a result, the distance of the shaped stones 2, 3 from one another during the production of the overflow channel can be predetermined reliably, whereby the production of the overflow channel is simplified. The connecting part 12 can have a smaller extension, in particular in the longitudinal direction of the shaped bricks 2,3, than the bricks 2,3, whereby, in the production of the overflow channel, the connecting part 12 can be poured well into the concrete.
    The connecting part 12 may in particular be formed of metal, in particular as reinforcing steel.
    Furthermore, the connecting part 12 can penetrate at the respective lower sides 16, 25 in the respective molded blocks 2, 3.
    Furthermore, it can be provided that the first molded block 2 and / or the second
    Form stone 3 at its respective bottom 16, 25 have an adjusting device 26, with which the height of the respective molded brick 2.3 can be specified in the construction of the overflow channel. This can be ensured with simple means an exact formation of the overflow channel, in particular a constant distance of the overflow edge 19 to the liquid level.
    The adjusting device 26 may in particular be designed as feet with a screw thread, which are screwed into, also having an internal thread, recesses of the respective molded block 2.3.
    Basins are often lined with a plastic film, with the plastic film subsequently being fastened to the inner wall of the overflow channel, in particular the first molded block 2. Furthermore, a backing sheet is often attached to the pool wall which is positioned between the plastic sheet and the pool wall to prevent direct scouring of the plastic sheet on the pool wall. Such backing sheets generally have a thickness of 1 to 4 mm.
    Particularly preferably, it may be provided here that the first molded block 2 has a long side 13, the basin longitudinal side 13 has a first region 15 adjoining the upper side 14 of the first molded block 2 and a second region 17 adjoining the lower side 16 of the first molded block 2, and second area 17 is set back from the first area 15 by 1 to 4 mm. The pelvis longitudinal side 13 is that longitudinal side of the first molded block 2, which faces the pelvis in the operating position. The transition from the first region 15 to the second region 17 may preferably be formed-as seen in the operating position-as a horizontally extending step. By resetting the downwardly disposed second portion 17 opposite the topmost portion 15, the backing sheet can be attached to the second portion 17 and abut flush against the first portion 15, thereby forming a smooth and edge-free backing for the plastic film, thereby minimizing wear of the plastic film can.
    Furthermore, it can be provided that a third plate 18 is arranged on the upper side 14 of the second shaped block 3, and that the third plate 18 extends to a transition of the first area 15 to the second area 17. In this case, in particular, the first region 15 of the pelvic longitudinal side 13 can be completely covered by the third plate 18. Thus, by means of plastic welding methods, a permanently tight connection of the first shaped block 2 to the lining of the basin formed by the plastic film is possible.
    The third plate 18 may preferably form the step between the first region 15 and the second region 17 of the pelvic longitudinal side 13. Thereby, when casting the first molded block 2, the difference between the two regions 15, 17 can be formed particularly easily. Furthermore, this makes the transition from the first region 15 to the second region 17 particularly impact-resistant, whereby any damage to the plastic film by a sharp edge can be prevented.
    权利要求:
    Claims (12)
    [1]
    A side wall (1) for an overflow channel comprising a first shaped block (2) for forming a basin wall facing the overflow channel and a second shaped block (3) for forming an outer wall of the overflow channel facing away from the pool, the second shaped block (3) having a first bearing area (4) for supporting a grate and a second support region (5) adjacent the first support region (4) for supporting a bottom plate, characterized in that a gap (6) is provided between the first support region (4) and the second support region (5) extends in the longitudinal direction of the second molded block (3), and that the gap (6) has a minimum depth of 2 to 10 cm.
    [2]
    Second side wall (1) according to claim 1, characterized in that the gap (6) has a minimum depth of 3 to 8 cm, in particular 4 to 6 cm.
    [3]
    3. side wall (1) according to claim 1 or 2, characterized in that a width of the second support area (5) is smaller than the minimum depth.
    [4]
    4. side wall (1) according to one of claims 1 to 3, characterized in that the second bearing area (5) is breakable by introducing a wedge-shaped object in the gap (6).
    [5]
    5. Sidewall (1) according to one of claims 1 to 4, characterized in that between a bottom (7) of the gap (6) and a second support area (5) adjacent longitudinal side (8) of the second molded block (3) has a predetermined breaking point ( 11) is formed.
    [6]
    6. side wall (1) according to one of claims 1 to 5, characterized in that on the first support area (4) at least partially a first sheet (9) and on the second support area (5) at least a second sheet (10) is arranged, and that the first sheet (9) and the second sheet (10) penetrate into the gap (6).
    [7]
    7. side wall (1) according to claim 6, characterized in that the first sheet (9) and the second sheet (10) in the gap (6) substantially abut each other.
    [8]
    8. side wall (1) according to claim 6 or 7, characterized in that the second plate (10) on a base (7) of the gap (6) in the direction of a second support area (5) adjacent longitudinal side (8) is bent.
    [9]
    9. side wall (1) according to one of claims 1 to 8, characterized in that the first molded block (2) and the second molded block (3) by means of a, in particular formed as a reinforcement, connecting part (12) are interconnected.
    [10]
    10. side wall (1) according to one of claims 1 to 9, characterized in that the first molded block (2) has a pelvic longitudinal side (13) that the pelvic longitudinal side (13) one on an upper side (14) of the first molded block (2) adjacent first region (15) and a second region (17) adjacent to a lower surface (16) of the first molding block (2), and that the second region (17) is set back from the first region (15) by 1 to 4 mm.
    [11]
    11. side wall (1) according to claim 10, characterized in that the upper side (14) of the second molded block (3), a third plate (18) is arranged, and that the third plate (18) until a transition of the first region ( 15) to the second area (17).
    [12]
    12. Overflow channel with a side wall (1) according to one of claims 1 to 11.
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    同族专利:
    公开号 | 公开日
    AT516176B1|2016-03-15|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    WO2011030043A1|2009-09-10|2011-03-17|Arbatax|Height adjustment system for gutters of perimeter overflow pools of the reflecting pool type, gutter assembly, adjusting system, and reflecting pool associated therewith|
    AT521695B1|2019-01-25|2020-04-15|Rekord Rinnensystem Gmbh|MOLDED STONE FOR AN OVERFLOW GUTTER|
    法律状态:
    优先权:
    申请号 | 申请日 | 专利标题
    ATA770/2014A|AT516176B1|2014-10-16|2014-10-16|Side wall for an overflow channel|ATA770/2014A| AT516176B1|2014-10-16|2014-10-16|Side wall for an overflow channel|
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