CN202850531U - Pool overflow and emptying structure - Google Patents
Pool overflow and emptying structure Download PDFInfo
- Publication number
- CN202850531U CN202850531U CN 201220520946 CN201220520946U CN202850531U CN 202850531 U CN202850531 U CN 202850531U CN 201220520946 CN201220520946 CN 201220520946 CN 201220520946 U CN201220520946 U CN 201220520946U CN 202850531 U CN202850531 U CN 202850531U
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- CN
- China
- Prior art keywords
- emptying
- pond
- pipe
- pool
- overflow
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- Expired - Fee Related
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 33
- 238000004519 manufacturing process Methods 0.000 claims description 5
- 238000001914 filtration Methods 0.000 claims description 3
- 229920003023 plastic Polymers 0.000 claims description 3
- 239000004033 plastic Substances 0.000 claims description 3
- 239000007788 liquid Substances 0.000 abstract description 8
- 230000006378 damage Effects 0.000 abstract description 5
- 230000003247 decreasing effect Effects 0.000 abstract 2
- 238000010276 construction Methods 0.000 description 9
- 238000005516 engineering process Methods 0.000 description 9
- 238000012423 maintenance Methods 0.000 description 6
- 239000000463 material Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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Abstract
The utility model provides a pool overflow and emptying structure which comprises a pool, a valve well, an emptying pipe and an emptying valve, wherein the empty pipe is communicated with the bottom of the pool, the emptying valve is installed on the emptying pipe, the emptying pipe penetrates into the valve well, and the emptying valve is placed in the valve well. The pool overflow and emptying structure further comprises an overflow pipe arranged in the valve well and provided with a communicated end and an overflow end, wherein the communicated end is located between the emptying valve and the pool and communicated with the emptying pipe, and the height of an end mouth of the overflow end is flush with the height of the water level of the pool. According to a principle of a communicating pipe, the height of the liquid level of the overflow end is flush with the height of the liquid level of the pool from beginning to end, so that increased water of the pool can spill through the overflow end of the overflow pipe, and the water level of the pool is kept at a fixed height. Compared with the background art, according to the pool overflow and emptying structure, only a hole is required to be drilled in the pool wall, damage to structure of the pool is reduced, water leakage probability of the pool is decreased, using number of pipelines is decreased and cost is reduced.
Description
Technical field
The utility model relates to the garden landscape pool construction, relates in particular to the overflow of a kind of pond and emptying structure.
Background technology
Traditional garden landscape pond overflow and emptying structure comprise the pond, valve well, bleed off pipe, evacuated tube and emptying valve, wherein, evacuated tube is communicated with basin bottom and passes valve well, emptying valve places in the valve well and is installed on the evacuated tube, one end of bleed off pipe is installed in the sidewall in pond and maintains an equal level with the liquid level in pond, if the water yield in pond increases, the water yield that then increases can flow away by bleed off pipe, thereby keep the water level in pond constant, valve well mainly is convenient to the maintenance personal and is handled that emptying valve and constructability personnel install and the maintenance pipeline, when the emptying pond of needs, the maintenance personal opens exhaust-valve goalkeeper water and drains.Because bleed off pipe and evacuated tube all are to be communicated with the pond independently of each other, therefore need to do like this destruction that has increased pool construction in two holes of pond Side wall drill, increase the probability that the pond leaks.
Summary of the invention
For the problem that background technology exists, the utility model provides a kind of can reduce pond Side wall drill hole number, reduces pond leak a kind of pond overflow of probability and emptying structure.
The utility model is achieved in that the overflow of a kind of pond and emptying structure, comprise pond, valve well, the evacuated tube that is communicated with basin bottom and be installed in emptying valve on the evacuated tube, described evacuated tube penetrates described valve well, described emptying valve places in the described valve well, also comprise the bleed off pipe that places in the described valve well, described bleed off pipe has the end of connection and effluent head, described connection end is communicated with between described emptying valve and described pond and with described evacuated tube, and the port height of described effluent head and the height of water level in pond maintain an equal level.
Like this, in the time of the emptying pond of needs, open emptying valve, the water in pond is drained by evacuated tube, thereby owing to bleed off pipe is communicated with by being communicated with the pond with evacuated tube, according to the principle of communicating pipe, the liquid level of the effluent head on the bleed off pipe flushes with the liquid level in pond all the time, therefore when the water yield in pond increased, the water yield of increase can be overflowed by the effluent head of bleed off pipe, so that the water level in pond remains on fixing height.The water that the water of being discharged by evacuated tube or bleed off pipe overflow can be drained by other pipeline, or is connected with drainage system by pipeline and drains.Than background technology, the utility model only need to bore a hole at pool wall, can satisfy emptying and needs overflow, has therefore reduced the destruction to pool construction, has reduced the probability that the pond leaks; And because the emptying and shared segment pipe of overflow therefore than background technology, has reduced the use of pipeline, reduced cost.
As further improvement of the utility model, the water side of evacuated tube described in the utility model places in the described valve well, and described valve well bottom is provided with gutter.The water in pond is discharged in the valve well by evacuated tube, then drained nearby by the gutter of valve well bottom, thereby such structure can take full advantage of the length that valve well is saved evacuated tube, reducing construction cost.
Particularly, the port of described effluent head is provided with and filters grid spare, and described filtration grid spare is the lattice-shaped filter that is installed in the effluent head port, can prevent effectively that the rubbish such as leaf from entering overflow pipe and causing line clogging.It is roof floor drain that the utility model preferably filters grid spare.Adopt roof floor drain to utilize existing material, need not again processing and manufacturing, reduced construction cost.
Particularly, described bleed off pipe is vertical with described evacuated tube, can reduce to greatest extent like this length of bleed off pipe.
Particularly, described evacuated tube, bleed off pipe and gutter are the rigid plastics manufacturing, do not have in a humid environment the problem of getting rusty.
In sum, the beneficial effects of the utility model are: reduce pond Side wall drill hole number, reduce the pond probability that leaks; Reducing construction cost can also prevent that the rubbish such as leaf from flowing to overflow pipe and causing line clogging.
Description of drawings
Figure 1 shows that pond overflow and emptying structure in the background technology.
Figure 2 shows that pond overflow that embodiment provides and emptying structure.
The specific embodiment
In order to make the purpose of this utility model, technical scheme and advantage clearer, below in conjunction with drawings and Examples, the utility model is further elaborated.
Figure 1 shows that pond overflow and emptying structure in the background technology, comprise pond 1, valve well 2, bleed off pipe 3, evacuated tube 4 and emptying valve 5, wherein, evacuated tube 4 is communicated with 1 bottom, pond and passes valve well, emptying valve 5 places in the valve well 2 and is installed on the evacuated tube 4, one end of bleed off pipe 3 is installed in the sidewall 11 in pond 1 and maintains an equal level with the liquid level in pond 1, if the water yield in pond 1 increases, the water yield that then increases can flow away by bleed off pipe 3, thereby keep the water level in pond 1 constant, valve well 2 mainly is convenient to the maintenance personal and is handled that emptying valve 5 and constructability personnel install and the maintenance pipeline, when the emptying pond 1 of needs, the maintenance personal opens emptying valve 5 water is drained.Bleed off pipe 3 and evacuated tube 4 all are to be communicated with pond 1 independently of each other, therefore need to be in the pond 1 sidewall 11 bore two holes, doing has like this increased pond 1 structural damage, increases the probability that pond 1 leaks.
The utility model provides a kind of and can reduce pond 1 sidewall, 11 drilling hole amounts for the problem that the above-mentioned background technology exists, and reduces pond 1 leak a kind of pond overflow of probability and emptying structure.
Figure 2 shows that pond overflow that embodiment provides and emptying structure, comprise pond 1, valve well 2, the evacuated tube 4 that is communicated with 1 bottom, pond and the emptying valve 5 that is installed on the evacuated tube 4, described evacuated tube 4 penetrates described valve well, described emptying valve 5 places in the described valve well 2, also comprise the bleed off pipe 6 that places in the described valve well 2, described bleed off pipe 6 has the end of connection 61 and effluent head 62, described connection end 61 is communicated with between described emptying valve 5 and described pond 1 and with described evacuated tube 4, and the port height of described effluent head 62 and the height of water level in pond 1 maintain an equal level.
Like this, in the time of the emptying pond of needs 1, open emptying valve 5, the water in pond 1 is drained by evacuated tube 4, thereby owing to bleed off pipe 6 is communicated with by being communicated with evacuated tube with pond 1, according to the principle of communicating pipe, the liquid level of the effluent head 62 on the bleed off pipe 6 flushes with the liquid level in pond 1 all the time, therefore when the water yield in pond 1 increased, the water yield of increase can be overflowed by the effluent head 62 of bleed off pipe 6, so that the water level in pond 1 remains on fixing height.The water that the water of being discharged by evacuated tube 4 or bleed off pipe 6 overflow can be drained by other pipeline, or is connected with drainage system by pipeline and drains.Than background technology, the utility model only need to be in the pond 1 sidewall 11 bore a hole, can satisfy emptying and needs overflow, therefore reduced the destruction to pool construction, reduced the probability that the pond leaks; And because the emptying and shared segment pipe of overflow therefore than background technology, has reduced the use of pipeline, reduced cost.
As further improvement of this embodiment, the described evacuated tube 4 of the present embodiment has water side 41, and described water side 41 places in the described valve well 2, and described valve well 2 bottoms are provided with gutter 7.The water in pond 1 is discharged in the valve well 2 by evacuated tube 4, then drained nearby by the gutter 7 of valve well 2 bottoms, thereby such structure can take full advantage of the length that valve well 2 is saved evacuated tube 7, reducing construction cost.
Particularly, described effluent head 42 is provided with and filters grid spare, and described filtration grid spare is the lattice-shaped filter that is installed in the effluent head port, prevents that effectively the rubbish such as leaf from entering overflow pipe and causing line clogging.It is roof floor drain 8 that the present embodiment preferably filters grid spare.Adopt roof floor drain 8 to utilize existing material, need not again processing and manufacturing, reduced construction cost.
Particularly, described bleed off pipe 6 is vertical with described evacuated tube 4, can reduce to greatest extent like this length of bleed off pipe 6.
Particularly, described evacuated tube 4, bleed off pipe 6 and gutter 7 are the rigid plastics manufacturing, do not have in a humid environment the problem of getting rusty.
The above only is preferred embodiment of the present utility model; not in order to limit the utility model; all any modifications of within spirit of the present utility model and principle, doing, be equal to and replace and improvement etc., all should be included within the protection domain of the present utility model.
Claims (6)
1. a pond overflow and emptying structure, comprise pond, valve well, the evacuated tube that is communicated with basin bottom and be installed in emptying valve on the evacuated tube, described evacuated tube penetrates described valve well, described emptying valve places in the described valve well, it is characterized in that: also comprise the bleed off pipe that places in the described valve well, described bleed off pipe has the end of connection and effluent head, described connection end is communicated with between described emptying valve and described pond and with described evacuated tube, and the port height of described effluent head and the height of water level in pond maintain an equal level.
2. pond overflow according to claim 1 and emptying structure, it is characterized in that: the water side of described evacuated tube places in the described valve well, and described valve well bottom is provided with gutter.
3. pond overflow according to claim 2 and emptying structure is characterized in that: the port of described effluent head is provided with and filters grid spare.
4. pond overflow according to claim 3 and emptying structure, it is characterized in that: described filtration grid spare is roof floor drain.
5. according to claim 1 to 4 each described pond overflow and emptying structures, it is characterized in that: described bleed off pipe is vertical with described evacuated tube.
6. pond overflow according to claim 5 and evacuation structures, it is characterized in that: described evacuated tube, bleed off pipe and gutter are the rigid plastics manufacturing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220520946 CN202850531U (en) | 2012-10-12 | 2012-10-12 | Pool overflow and emptying structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220520946 CN202850531U (en) | 2012-10-12 | 2012-10-12 | Pool overflow and emptying structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202850531U true CN202850531U (en) | 2013-04-03 |
Family
ID=47981743
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220520946 Expired - Fee Related CN202850531U (en) | 2012-10-12 | 2012-10-12 | Pool overflow and emptying structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202850531U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115126306A (en) * | 2022-06-30 | 2022-09-30 | 重庆华捷地热能开发有限公司 | Flute hole type overflow breaker |
| KR102660526B1 (en) * | 2023-08-17 | 2024-04-24 | 케이원에코텍 주식회사 | Flood Recovery System for Swimming Pool in Flooded Areas of Rivers |
| CN119531477A (en) * | 2024-11-27 | 2025-02-28 | 中国能源建设集团广东省电力设计研究院有限公司 | Coupling type drainage system |
-
2012
- 2012-10-12 CN CN 201220520946 patent/CN202850531U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115126306A (en) * | 2022-06-30 | 2022-09-30 | 重庆华捷地热能开发有限公司 | Flute hole type overflow breaker |
| CN115126306B (en) * | 2022-06-30 | 2024-03-08 | 重庆华捷地热能开发有限公司 | Flute hole type overflow partition |
| KR102660526B1 (en) * | 2023-08-17 | 2024-04-24 | 케이원에코텍 주식회사 | Flood Recovery System for Swimming Pool in Flooded Areas of Rivers |
| CN119531477A (en) * | 2024-11-27 | 2025-02-28 | 中国能源建设集团广东省电力设计研究院有限公司 | Coupling type drainage system |
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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 |
Granted publication date: 20130403 Termination date: 20191012 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |