CN204311545U - Equipment pump house equipment Foundations surrounding ground reserves drainage groove structure - Google Patents
Equipment pump house equipment Foundations surrounding ground reserves drainage groove structure Download PDFInfo
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- CN204311545U CN204311545U CN201420762957.5U CN201420762957U CN204311545U CN 204311545 U CN204311545 U CN 204311545U CN 201420762957 U CN201420762957 U CN 201420762957U CN 204311545 U CN204311545 U CN 204311545U
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- drainage groove
- equipment
- pump house
- ground
- equipment foundations
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Abstract
The utility model discloses a kind of equipment pump house equipment Foundations surrounding ground and reserves drainage groove structure, comprise equipment pump house ground and pave on equipment pump house ground floating pea gravel concreten or cement screedn, in the surface layer at distance equipment Foundations periphery 150mm ~ 300mm place, imbed semicircle tubing formation continuous print reserve drainage groove, the outlet of reserved drainage groove is communicated with floor drain, the surface layer connected with reserved drainage groove is near equipment Foundations perimeter sides and all have the water conservancy diversion gradient in the surrounding of reserved drainage groove and make draining can naturally flow in reserved drainage groove and in floor drain.The utility model structure is simple, when ground surface construction, by semicircle PVC according to the position of designing and arranging water groove and slope requirement, directly imbed in the surface layer of ground, form continuous print and reserve drainage groove, avoid many defects that traditional handicraft is existed by artificial indwelling gutter, draining be unobstructed, surface aesthetic, drastically reduce the area manpower consumption.
Description
Technical field
The utility model relates to the gutter structure of equipment pump house equipment Foundations surrounding ground.
Background technology
Equipment pump house land drain (groove) be prevent because of overhaul of the equipments, device junction is leaked and air condensed water is directly dropped in ground, and arrange at equipment Foundations periphery and carry out being guided to downcomer line.Traditional equipment pump house land drain (groove) is when paving pea gravel concreten or cement screedn on pump house ground, is smeared out by hand according to design size and drainage grade by constructor.Owing to being subject to the limitation of constructor's technical level, be often difficult to accomplish the unobstructed and surface aesthetic of flowing water, and time-consumingly take a lot of work, increase labour cost and drop into.
Summary of the invention
For above-mentioned existing problems, the utility model is intended to design a kind of equipment pump house equipment Foundations surrounding ground and reserves drainage groove structure, and this reserved drainage groove is simple and reasonable, workable, easy construction, and draining is unobstructed, surface aesthetic, time and labour saving.
The utility model is realized by following technical proposals: a kind of equipment pump house equipment Foundations surrounding ground reserves drainage groove structure, comprise equipment pump house ground and pave on equipment pump house ground floating pea gravel concreten or cement screedn, imbed semicircle tubing formation continuous print in described surface layer at distance equipment Foundations periphery 150mm ~ 300mm place and reserve drainage groove, the outlet of described reserved drainage groove is communicated with floor drain, the surface layer connected with described reserved drainage groove has the water conservancy diversion gradient in close equipment Foundations perimeter sides and draining can be flowed in reserved drainage groove naturally, described reserved drainage groove surrounding has the water conservancy diversion gradient and makes draining naturally to flow in floor drain.
Semicircle tubing described in the utility model is formed by PVC cutting, and PVC diameter is 30mm ~ 60mm.
Pea gravel concreten described in the utility model or cement sand pulp layer thickness are not less than 30mm.
The utility model structure is simple, when ground surface construction, by semicircle PVC according to the position of designing and arranging water groove and slope requirement, directly imbed in the surface layer of ground, form continuous print and reserve drainage groove, avoid many defects that traditional handicraft is existed by artificial indwelling gutter, draining be unobstructed, surface aesthetic, drastically reduce the area manpower consumption.
Accompanying drawing explanation
Fig. 1 is structure installment schematic diagram of the present utility model.
Fig. 2 is the A-A sectional view of Fig. 1.
Detailed description of the invention
Hereinafter, with reference to the accompanying drawings of embodiment of the present utility model.
The equipment pump house equipment Foundations surrounding ground of the utility model embodiment reserves drainage groove structure, as shown in Fig. 1 ~ 2, its thickness floating that equipment pump house ground 1 paves is not less than pea gravel concreten (or cement mortar) surface layer 2 of 30mm, the PVC of diameter 30mm ~ 60mm is cut into semicircle PVC, in the process paving floating surface layer 2, at distance equipment Foundations 4 periphery 150mm ~ 300mm place, according to the slope requirement of design, this semicircle PVC is imbedded in surface layer 2, and reserve drainage groove 3 at surface layer 2 surface formation continuous print, then according to the position of design floor drain trap 5, reserved drainage groove 3 is communicated with floor drain 5.After reserved drainage groove has been constructed and has been come into operation, because the draining that overhaul of the equipments, device junction are leaked and air condensed water is formed is along the arrow points in Fig. 1, first the surface layer 2 by having the water conservancy diversion gradient flows in reserved drainage groove 3 naturally, and the reserved drainage groove 3 then having a water conservancy diversion gradient along its surrounding flow in floor drain 5 naturally.
Claims (3)
1. an equipment pump house equipment Foundations surrounding ground reserves drainage groove structure, comprise equipment pump house ground and pave on equipment pump house ground floating pea gravel concreten or cement screedn, it is characterized in that, imbed semicircle tubing formation continuous print in described surface layer at distance equipment Foundations periphery 150mm ~ 300mm place and reserve drainage groove, the outlet of described reserved drainage groove is communicated with floor drain, the surface layer connected with described reserved drainage groove has the water conservancy diversion gradient in close equipment Foundations perimeter sides and draining can be flowed in reserved drainage groove naturally, described reserved drainage groove surrounding has the water conservancy diversion gradient and makes draining naturally to flow in floor drain.
2. equipment pump house equipment Foundations surrounding ground according to claim 1 reserves drainage groove structure, it is characterized in that, described semicircle tubing is formed by PVC cutting, and PVC diameter is 30mm ~ 60mm.
3. equipment pump house equipment Foundations surrounding ground according to claim 1 reserves drainage groove structure, and it is characterized in that, described pea gravel concreten or cement sand pulp layer thickness are not less than 30mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420762957.5U CN204311545U (en) | 2014-12-08 | 2014-12-08 | Equipment pump house equipment Foundations surrounding ground reserves drainage groove structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420762957.5U CN204311545U (en) | 2014-12-08 | 2014-12-08 | Equipment pump house equipment Foundations surrounding ground reserves drainage groove structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204311545U true CN204311545U (en) | 2015-05-06 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420762957.5U Expired - Fee Related CN204311545U (en) | 2014-12-08 | 2014-12-08 | Equipment pump house equipment Foundations surrounding ground reserves drainage groove structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204311545U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111851201A (en) * | 2019-04-29 | 2020-10-30 | 上海三彩科技发展有限公司 | Construction method for replacing drainage ditch with floor drain in hollow terrace |
| CN111851877A (en) * | 2020-08-27 | 2020-10-30 | 海南红杉科创实业有限公司 | Flat roof drainage method |
-
2014
- 2014-12-08 CN CN201420762957.5U patent/CN204311545U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111851201A (en) * | 2019-04-29 | 2020-10-30 | 上海三彩科技发展有限公司 | Construction method for replacing drainage ditch with floor drain in hollow terrace |
| CN111851877A (en) * | 2020-08-27 | 2020-10-30 | 海南红杉科创实业有限公司 | Flat roof drainage method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150506 Termination date: 20201208 |