CN211143339U - Water retaining ridge structure - Google Patents
Water retaining ridge structure Download PDFInfo
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- CN211143339U CN211143339U CN201921459937.XU CN201921459937U CN211143339U CN 211143339 U CN211143339 U CN 211143339U CN 201921459937 U CN201921459937 U CN 201921459937U CN 211143339 U CN211143339 U CN 211143339U
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Abstract
The utility model relates to a manger plate bank structure belongs to building decoration technical field. This manger plate bank structure includes: the water blocking stone is arranged above a base layer of the building floor ground, the top of the water blocking stone comprises a flow guide inclined plane and a water blocking transverse bar higher than the flow guide inclined plane, and the flow guide inclined plane is adjacent to the water blocking transverse bar; the water retaining reverse ridge is arranged between the base layer and the water retaining stone and comprises a first slope surface, and the first slope surface and the flow guide slope face towards the same side and incline downwards; the support frame, the support frame inlays locates the anti bank of manger plate, and the support frame is including erecting roof beam, crossbeam and swash plate, erects the one end of roof beam and the one end fixed connection of crossbeam in order constituting dog-ear structure, and the swash plate is located dog-ear structure's opening, and respectively with erecting roof beam and crossbeam fixed connection, the swash plate all moves towards with one side and downward sloping with first domatic. Wherein, water conservancy diversion inclined plane, first domatic and swash plate all face with one side, and the downward sloping setting to avoid water stain extension infiltration, and then prevent that the floor from weing the blacking.
Description
Technical Field
The embodiment of the utility model provides a relate to building decoration technical field, specifically, relate to a manger plate bank structure.
Background
In the room structure of the floor, particularly in the areas needing water, such as a shower room, a kitchen or a toilet, if poor drainage can cause water stains to permeate into the ground, the water stains can extend into other areas, and the floor is moistened and blackened, so that the attractiveness of the floor is influenced in a large area, and meanwhile, the room structure is corroded and damaged.
SUMMERY OF THE UTILITY MODEL
The embodiment of the utility model provides a aim at providing a manger plate bank structure, can solve prior art normal water stain infiltration ground easily to extend other regions of infiltration, in order to cause the technical problem that the floor becomes black by the tide.
The embodiment of the utility model provides an adopt following technical scheme:
a water dam structure comprising:
the water blocking stone is arranged above a base layer of the ground of a building floor, the top of the water blocking stone comprises a flow guide inclined plane and a water blocking transverse strip higher than the flow guide inclined plane, and the flow guide inclined plane is adjacent to the water blocking transverse strip;
the water retaining reverse ridge is arranged between the base layer and the water retaining stone and comprises a first slope surface, and the first slope surface and the flow guide slope surface face to the same side and are inclined downwards;
the support frame, the support frame inlays to be located the anti-bank of manger plate, the support frame is including erecting roof beam, crossbeam and swash plate, erect the roof beam one end with the one end fixed connection of crossbeam is in order to constitute dog-ear structure, the swash plate is located dog-ear structure's opening, and respectively with erect the roof beam with crossbeam fixed connection, the swash plate with first domatic all towards with one side and downward sloping.
Optionally, the support frame includes a plurality of perpendicular roof beams and a plurality of crossbeam, and is a plurality of perpendicular roof beam and a plurality of the crossbeam one-to-one cooperation is in order to constitute a plurality of dog-ear structure, and is a plurality of dog-ear structure all is located the same one side of swash plate, and is used for with the swash plate slope is fixed to be set up.
Optionally, the included angle between the vertical beam and the cross beam is 90 degrees.
Optionally, the inclined plate is closely attached to the first slope surface.
Optionally, the water retaining reverse ridge is made of cement mortar; and/or the support frame is made of steel.
Optionally, the water sill structure further comprises a first pavement layer and a second pavement layer; the opposite both sides limit of water blocking stone has been laid respectively first layer of mating formation with the layer is mated formation to the second, water blocking stone all is higher than first layer of mating formation with the layer is mated formation to the second.
Optionally, the water retaining ridge structure further comprises a first leveling layer, the water retaining ridge is embedded in the first leveling layer, and the first paving layer, the water blocking stone and the second paving layer are paved above the first leveling layer.
Optionally, the water blocking ridge structure further comprises a bonding layer, and the first flat layer is fixedly paved with the first paving layer, the water blocking stone and the second paving layer through the bonding layer.
Optionally, the water blocking ridge structure further includes a second leveling layer, the second leveling layer is laid on the base layer, and the first leveling layer is laid on the second leveling layer.
Optionally, the water blocking sill structure further includes a waterproof coating layer, the waterproof coating layer covers the second leveling layer and the water blocking reverse sill, and the first leveling layer covers the waterproof coating layer.
Compared with the prior art, in this embodiment in the manger plate bank structure, manger plate stone set up in the top of basic unit, the anti-bank of manger plate set up in the basic unit with between the manger plate stone, just the support frame inlays to be located the anti-bank of manger plate. Wherein, the water conservancy diversion inclined plane of water blocking stone the first domatic of anti-bank of manger plate with the swash plate of support frame all faces same one side, and the downward sloping sets up to avoid water stain extension infiltration, and then prevent that the floor from weing the blacking.
Drawings
One or more embodiments are illustrated by way of example in the accompanying drawings, which correspond to the figures in which like reference numerals refer to similar elements and which are not to scale unless otherwise specified.
Fig. 1 is a schematic view of a water blocking sill structure according to an embodiment of the present invention;
fig. 2 is a schematic view of the support stand shown in fig. 1.
Detailed Description
In order to facilitate understanding of the present invention, the present invention will be described in more detail with reference to the accompanying drawings and specific embodiments. It will be understood that when an element is referred to as being "secured to" another element, it can be directly on the other element or intervening elements may also be present. When an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may be present. The terms "upper", "lower", "inner", "outer", "vertical", "horizontal", and the like as used herein are used in the description to indicate orientations and positional relationships based on the orientations and positional relationships shown in the drawings, and are used only for convenience in describing the present invention and for simplicity in description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used in the description of the invention herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. As used herein, the term "and/or" includes any and all combinations of one or more of the associated listed items.
Furthermore, the technical features mentioned in the different embodiments of the invention described below can be combined with each other as long as they do not conflict with each other.
Referring to fig. 1 and 2, an embodiment of the present invention provides a water blocking sill structure 100, wherein the water blocking sill structure 100 can be applied to a shower room, a kitchen, a toilet or a balcony sill in a building floor, etc.
The water blocking sill structure 100 includes a water blocking stone 10, a water blocking reverse sill 40, and a support frame 50. The water blocking stone 10 is arranged above a base layer 200 on the ground of a building floor, the water blocking reverse ridge 40 is arranged between the base layer 200 and the water blocking stone 10, and the support frame 50 is embedded in the water blocking reverse ridge 40. It is understood that the base layer 200 refers to an original cement concrete layer in a building floor.
The water blocking stone 10 is laid above the base layer 200, and the building floor space is divided into a first space and a second space by the water blocking stone 10. In this embodiment, taking a toilet as an example for explanation, when the water blocking sill structure 100 is applied to a toilet, the water blocking stone 10 divides the building floor into a toilet internal space and a toilet external space, the first space is a toilet internal space, the second space is a toilet external space, and a glass door 300 of the toilet is disposed above the water blocking stone 10.
The water blocking ridge structure 100 further comprises a first paving layer 21 and a second paving layer 22, wherein the first paving layer 21 and the second paving layer 22 are respectively paved on two opposite side edges of the water blocking stone 10, and the water blocking stone 10 is respectively adjacent to the first paving layer 21 and the second paving layer 22. Specifically, the first paving layer 21 is laid above the base layer 200 in the first space, and the first paving layer 21 is a building stone, for example, the first paving layer 21 is cement mortar, or a fixed-molded tile. The second pavement layer 22 is laid above the base layer 200 of the second space, and the second pavement layer 22 is a building stone, for example, the second pavement layer 22 is cement mortar, or a fixed ceramic tile.
Further, the water blocking threshold structure 100 further includes a first leveling layer 31, the water blocking threshold 40 is embedded in the first leveling layer 31, and the first pavement layer 21, the water blocking stone 10 and the second pavement layer 22 are laid above the first leveling layer 31. The first leveling layer 31 is mainly made of sandstone and is used for leveling the base layer 200 of the building floor, so that the first pavement layer 21, the water blocking stone 10 and the second pavement layer 22 can be conveniently paved.
Further, the weir structure 100 further includes an adhesive layer 61, and the first leveling layer 31 is fixedly laid on the first pavement layer 21, the water-blocking stone 10 and the second pavement layer 22 through the adhesive layer 61. The bonding layer 61 is not only used for the first leveling layer 31 respectively with the first pavement layer 21 the water-blocking stone 10 with the second pavement layer 22 is fixed and laid, but also can play the role of preventing water stain infiltration and erosion of the first leveling layer 31.
The water blocking stones 10 are all higher than the first pavement layer 21 and the second pavement layer 22, the top of each water blocking stone 10 comprises a diversion inclined plane 11 and a water blocking cross bar 12 higher than the diversion inclined plane 11. optionally, the water blocking cross bar 12 is arranged on the diversion inclined plane 11 so as to be higher than the diversion inclined plane 11. the diversion inclined plane 11 is positioned at one side close to the first space and inclines downwards towards the first space. optionally, the inclination angle α of the diversion inclined plane 11 is 5-10 degrees. the water blocking cross bar 12 is positioned at one side close to the second space and is adjacent to the diversion inclined plane 11. the running water in the first space is blocked by the water blocking cross bar 12 and flows out to one side of the first space under the diversion action of the diversion inclined plane 11, so that the running water is prevented from overflowing to the second space, and the purposes of water isolation, water prevention and moisture prevention are achieved.
In this embodiment, the weir structure 100 further includes a second leveling layer 32, the second leveling layer 32 is laid on the base layer 200, and the first leveling layer 31 is laid on the second leveling layer 32. Wherein the second leveling layer 32 is mainly made of sandstone, and is used for leveling the base layer 200 of the building floor. Further, the water deflector sill structure 100 further includes a waterproof coating 62, the waterproof coating 62 covers the second leveling layer 32 and the water deflector sill 40, and the first leveling layer 31 covers the waterproof coating 62.
The cross-sectional shape of the reverse sill 40 of manger plate is triangle-shaped, the reverse sill 40 of manger plate includes first domatic 41 and second domatic 42, first domatic 41 orientation the first space, the domatic 42 orientation of second the second space. The water-retaining reverse ridge 40 is made of cement mortar, and the water-retaining reverse ridge 40 can be formed by pouring the cement mortar on the second flat layer 32.
In this embodiment, the supporting frame 50 is embedded in the water retaining reverse ridge 40, for example, a construction method is proposed: in the pouring process of cement mortar, the support frame 50 is fixed on the second leveling layer 32 in advance, wherein the beam 512 is tightly attached to the second leveling layer 32, the inclined plate 52 is arranged in an inclined manner, the inclined plate 52 faces the first space, and the cement mortar and the support frame 50 are mixed together, so that the water retaining sill 40 structure is formed by pouring.
Further, the sloping plate 52 is closely attached to the first sloping surface 41, that is, the sloping plate 52 is located on the first sloping surface 41, and the sloping plate 52 is coated with the waterproof coating 62.
In this embodiment, the supporting frame 50 includes two cross beams 512 and two vertical beams 511, so as to correspondingly form two bevel structures 51, the cross beams 512 are closely attached to the second leveling layer 32, and the vertical beams 511 are erected upwards, so that the bevel structures 51 set up the inclined plates 52. The inclined plate 52 is obliquely arranged through the two bevel structures 51, so that the stability is realized, and meanwhile, the water retaining reverse ridge 40 is easily formed through cement mortar pouring, so that the construction process is convenient. In addition, the sloping plate 52 is a steel plate structure, so that the technical purpose of preventing water stains from permeating or extending to permeate into the other side can be achieved, and the technical purpose of moisture prevention and corrosion prevention can be achieved.
In summary, the technical solution of the present application includes, but is not limited to, the following advantages:
the water blocking stone 10 is arranged above the base layer 200, the water blocking reverse ridge 40 is arranged between the base layer 200 and the water blocking stone 10, and the supporting frame 50 is embedded in the water blocking reverse ridge 40. The diversion inclined plane 11, the first sloping surface 41 and the inclined plate 52 face the same side and are arranged in a downward inclined mode, so that water stains are prevented from extending and permeating, and the floor is prevented from being wetted and blackened.
Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit it; within the idea of the invention, also technical features in the above embodiments or in different embodiments can be combined, steps can be implemented in any order, and there are many other variations of the different aspects of the invention as described above, which are not provided in detail for the sake of brevity; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; such modifications and substitutions do not depart from the spirit and scope of the present invention.
Claims (10)
1. The utility model provides a manger plate bank structure which characterized in that includes:
the water blocking stone is arranged above a base layer of the ground of a building floor, the top of the water blocking stone comprises a flow guide inclined plane and a water blocking transverse strip higher than the flow guide inclined plane, and the flow guide inclined plane is adjacent to the water blocking transverse strip;
the water retaining reverse ridge is arranged between the base layer and the water retaining stone and comprises a first slope surface, and the first slope surface and the flow guide slope surface face to the same side and are inclined downwards;
the support frame, the support frame inlays to be located the anti-bank of manger plate, the support frame is including erecting roof beam, crossbeam and swash plate, erect the roof beam one end with the one end fixed connection of crossbeam is in order to constitute dog-ear structure, the swash plate is located dog-ear structure's opening, and respectively with erect the roof beam with crossbeam fixed connection, the swash plate with first domatic all towards with one side and downward sloping.
2. The water sill structure of claim 1, wherein the support frame includes a plurality of vertical beams and a plurality of cross beams, the plurality of vertical beams and the plurality of cross beams are correspondingly engaged with each other one by one to form a plurality of bevel structures, and the plurality of bevel structures are located on the same side of the inclined plate and are used for fixing the inclined plate in an inclined manner.
3. The sill structure of claim 1, wherein the angle between the vertical and cross beams is 90 degrees.
4. The water deflector sill structure of claim 1, wherein said sloping plate abuts said first sloping surface.
5. The water retaining sill structure of claim 1, characterized in that said water retaining sill is made of cement mortar; and/or the support frame is made of steel.
6. The sill structure of claim 1, further comprising a first and second paving layer; the opposite both sides limit of water blocking stone has been laid respectively first layer of mating formation with the layer is mated formation to the second, water blocking stone all is higher than first layer of mating formation with the layer is mated formation to the second.
7. The sill structure of claim 6, further comprising a first leveling layer, wherein the water deflector is embedded in the first leveling layer, and the first pavement layer, the water deflector, and the second pavement layer are laid above the first leveling layer.
8. The sill structure of claim 7, further comprising an adhesive layer, wherein the first leveling layer is fixedly laid on the first, the water deflector, and the second paving layer via the adhesive layer.
9. The water deflector sill structure of claim 7, further comprising a second leveling layer, said second leveling layer being disposed on said base layer, said first leveling layer being disposed on said second leveling layer.
10. The water dam structure of claim 9, further comprising a water repellant coating covering the second leveling layer and the water dam bar, the first leveling layer covering the water repellant coating.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921459937.XU CN211143339U (en) | 2019-09-03 | 2019-09-03 | Water retaining ridge structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921459937.XU CN211143339U (en) | 2019-09-03 | 2019-09-03 | Water retaining ridge structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211143339U true CN211143339U (en) | 2020-07-31 |
Family
ID=71761324
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921459937.XU Active CN211143339U (en) | 2019-09-03 | 2019-09-03 | Water retaining ridge structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211143339U (en) |
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2019
- 2019-09-03 CN CN201921459937.XU patent/CN211143339U/en active Active
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 411, 413, building B, Funian Plaza, No. 3, Shihua Road, Futian Free Trade Zone, Fubao community, Fubao street, Futian District, Shenzhen, Guangdong 518000 Patentee after: Matrix Design Co.,Ltd. Address before: 518000 rooms 439, 441 and 443, unit 2, building B, Funian Plaza, South huashaonian Road, Shenzhen free trade zone, Guangdong Province Patentee before: SHENZHEN MATRIX INTERIOR DECORATION DESIGN Co.,Ltd. |
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| CP03 | Change of name, title or address |