CN204126039U - For the clearance type waste canal of swimming pool periphery - Google Patents
For the clearance type waste canal of swimming pool periphery Download PDFInfo
- Publication number
- CN204126039U CN204126039U CN201420587983.9U CN201420587983U CN204126039U CN 204126039 U CN204126039 U CN 204126039U CN 201420587983 U CN201420587983 U CN 201420587983U CN 204126039 U CN204126039 U CN 204126039U
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- swimming pool
- slit cover
- type waste
- clearance type
- pool periphery
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Abstract
The utility model discloses a kind of clearance type waste canal for swimming pool periphery, it includes slit cover and gutter base, described slit cover and gutter base are all embedded in the concrete groove of swimming pool periphery, the vertical wide gap for 10-20 millimeter up of the sheet material docking formation one that described slit cover has two panels relative, and the marble floorings at swimming pool periphery layer of concrete top is directly extended in the gap that described slit cover up extends, the ditch of described gap in the base of gutter and well and access hole form the drainage system of pool edge.
Description
Technical field
The utility model relates to a kind of clearance type waste canal for swimming pool periphery.
Background technology
What the spilling water process of hotel's pool edge adopted usually is swimming pool periphery by brick go out a waste canal, the width of waste canal is about 150 ~ 300mm, again in surface cover one deck stainless steel cover plate or the stone cover plate of waste canal, there is stainless steel cover plate and show slightly lofty compared with ground stone in this way, construction looks for slope error larger, arrange stone cover plate then coverplate stress greatly easily damage, and be not easy to clean.
Utility model content
The purpose of this utility model is to provide a kind of clearance type waste canal for swimming pool periphery.
Slit cover and gutter base is included for the clearance type waste canal of swimming pool periphery in the utility model, described slit cover and gutter base are all embedded in the concrete groove of swimming pool periphery, the vertical wide gap for 10-20 millimeter up of the sheet material docking formation one that described slit cover has two panels relative, and the marble floorings at swimming pool periphery layer of concrete top is directly extended in the gap that described slit cover up extends, the ditch of described gap in the base of gutter and well and access hole form the drainage system of pool edge.
Described slit cover is directly embedded the top at gutter base, and by glue adhering and sealing.
Described gap is positioned at the centre of described slit cover, and described slit cover has two panels L shape steel plate to dock shaping.
Described gap is positioned at the side of described slit cover, and described slit cover is shaped by a slice L shape steel plate and a dull and stereotyped docking.
Described L shape steel plate is provided with a slope above the base of described gutter.
The material of described gutter base is resin concrete.
The reinforcing rib of the external surface formation of described gutter base.
Dock by multiple gripper shoe is fixing at its top between two sheet materials of described slit cover.
Adopt the clearance type waste canal in the utility model to have good drainability, be very suitable for being arranged on the place higher to requirement of mating formation.And can make with ground pavement material adapted, there is good load-bearing property.
Clearance type waste canal in the utility model only leaves a narrow draining seam after mating formation, and can be the product of the different series that prefabrication is good, directly transports to rear installation, simple and convenient.
Accompanying drawing explanation
Fig. 1 is the structural representation of clearance type waste canal after mating formation in the utility model.
Fig. 2 is the structural representation of another embodiment of clearance type waste canal in the utility model.
Fig. 3 is the schematic perspective view of clearance type waste canal in the utility model.
Detailed description of the invention
Below in conjunction with accompanying drawing, the specific embodiment of the utility model is elaborated.
As shown in figures 1 and 3, include slit cover 1 and gutter base 2 for the clearance type waste canal of swimming pool periphery in the utility model, slit cover 1 is directly embedded the top at gutter base 2, and by glue adhering and sealing.Slit cover 1 and gutter base 2 are all embedded in the concrete groove 3 of swimming pool periphery.
The sheet material 5 that slit cover 1 has two panels relative docks the vertical wide gap 4 for 10-20 millimeter up of formation one, is namely docked by two panels L shape corrosion resistant plate and is shaped, make gap 4 be positioned at the centre of slit cover 1.Docking between two panels stainless steel materials is by the multiple fixing docking of gripper shoe 9 be set up in parallel at two sheet material tops.
When mating formation, marble 6 ground at swimming pool periphery layer of concrete top is directly extended in gap 4, the water that overflows in swimming pool can be entered in the ditch 7 that gutter base 2 formed through gap 4, thus the ditch 7 of gap 4 in the base of gutter and well and access hole form the drainage system of pool edge.
As shown in Figure 2, slit cover 1 also can be shaped by a slice L shape steel plate and a dull and stereotyped docking, make gap 4 be positioned at the side of slit cover 1, and is positioned at above gutter base 2 at L shape steel plate and is provided with a slope, and the water be convenient in gap 4 enters in ditch 7.
The material of gutter base 2 is resin concretes, is shaped by mold injection, and is formed with reinforcing rib 8 at its external surface.
In sum, clearance type waste canal in the utility model is by the setting of stainless steel cover plate, tool compressive strength and all very high feature of bending intensity, have the advantages such as corrosion resistance, life-span length, watertightness simultaneously, can not produce freeze thawing when temperature is very low and ftracture; Inner wall surface is smooth, and draining is imitated, and does not allow rubbish dirt easy to hang; Construction is simple, installs after on-the-spot unwrapping wire.
The foregoing is only the schematic detailed description of the invention of the utility model, and be not used to limit scope of the present utility model.Any those skilled in the art, the equivalent variations done under the prerequisite not departing from design of the present utility model and principle, amendment and combination, all should belong to the scope of the utility model protection.
Claims (8)
1. the clearance type waste canal for swimming pool periphery, it is characterized in that, it includes slit cover and gutter base, described slit cover and gutter base are all embedded in the concrete groove of swimming pool periphery, the vertical wide gap for 10-20 millimeter up of the sheet material docking formation one that described slit cover has two panels relative, and the marble floorings at swimming pool periphery layer of concrete top is directly extended in the gap that described slit cover up extends, the ditch of described gap in the base of gutter and well and access hole form the drainage system of pool edge.
2. the clearance type waste canal for swimming pool periphery according to claim 1, it is characterized in that, described slit cover is directly embedded the top at gutter base, and by glue adhering and sealing.
3. the clearance type waste canal for swimming pool periphery according to claim 1, it is characterized in that, described gap is positioned at the centre of described slit cover, and described slit cover has two panels L shape steel plate to dock shaping.
4. the clearance type waste canal for swimming pool periphery according to claim 1, it is characterized in that, described gap is positioned at the side of described slit cover, and described slit cover is shaped by a slice L shape steel plate and a dull and stereotyped docking.
5. the clearance type waste canal for swimming pool periphery according to claim 4, is characterized in that, described L shape steel plate is provided with a slope above the base of described gutter.
6. the clearance type waste canal for swimming pool periphery according to claim 1-4 any one, is characterized in that, the material of described gutter base is resin concrete.
7. the clearance type waste canal for swimming pool periphery according to claim 6, is characterized in that, the reinforcing rib of the external surface formation of described gutter base.
8. the clearance type waste canal for swimming pool periphery according to claim 1, is characterized in that, docks between two sheet materials of described slit cover at its top by multiple gripper shoe is fixing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420587983.9U CN204126039U (en) | 2014-10-11 | 2014-10-11 | For the clearance type waste canal of swimming pool periphery |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420587983.9U CN204126039U (en) | 2014-10-11 | 2014-10-11 | For the clearance type waste canal of swimming pool periphery |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204126039U true CN204126039U (en) | 2015-01-28 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420587983.9U Active CN204126039U (en) | 2014-10-11 | 2014-10-11 | For the clearance type waste canal of swimming pool periphery |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204126039U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114086444A (en) * | 2021-11-10 | 2022-02-25 | 南京砼利建筑咨询有限公司 | Underground networking system and method based on heavy ground drainage |
-
2014
- 2014-10-11 CN CN201420587983.9U patent/CN204126039U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114086444A (en) * | 2021-11-10 | 2022-02-25 | 南京砼利建筑咨询有限公司 | Underground networking system and method based on heavy ground drainage |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20180130 Address after: 116011 No. 539 Changjiang Road, Xigang District, Liaoning, Dalian, China Patentee after: Dalian Wanda Group Co., Ltd. Address before: 100022 Building No. 12, No. 93, building No. 93, Jianguo Road, Beijing City, 22 floor 2601 Patentee before: WANDA HOTEL DESIGN RESEARCH INSTITUTE CO., LTD. |
|
| TR01 | Transfer of patent right |