CN206941774U - One kind is used for sponge city double-skin duct road intake apparatus - Google Patents
One kind is used for sponge city double-skin duct road intake apparatus Download PDFInfo
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- CN206941774U CN206941774U CN201720928563.6U CN201720928563U CN206941774U CN 206941774 U CN206941774 U CN 206941774U CN 201720928563 U CN201720928563 U CN 201720928563U CN 206941774 U CN206941774 U CN 206941774U
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- China
- Prior art keywords
- double
- layer pipe
- inner layer
- intake tunnel
- rainwater
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
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Abstract
The utility model discloses one kind to be used for sponge city double-skin duct road intake apparatus, including collecting trave grid, intake tunnel, water flow control plate and double-layer drainage pipeline, collect the water inlet that trave grid are installed on intake tunnel, double-layer drainage pipeline is arranged at the lower section of intake tunnel, double-layer drainage pipeline is located at the connected entrance that connection intake tunnel is offered at intake tunnel location directly below, water flow control plate is located at the top of connected entrance, double-layer drainage pipe includes inner layer pipe, outer layer pipe, and support member, gap is formed between inner layer pipe and outer layer pipe, support member is laid in the gap, inner layer pipe is fixedly connected by support member with outer layer pipe, hole is uniformly laid with the tube wall of described inner layer pipe.The beneficial effects of the utility model are：Rainwater can be discharged after filtering through outer tube, be used into rainwater-collecting storage pool；When extraneous rainwater enters dilutional hyponatremia, unnecessary rainwater enters outer layer pipe and discharged in the lump with the rainwater of inner layer pipe.
Description
Technical field
Draining technology of water catchment field is the utility model is related to, particularly a kind of sponge city double-skin duct road that is used for is intake
Mouth device.
Background technology
Sponge city refers to that city can be as sponge, in precipitation, it is possible to achieve the function such as water suction, water storage, when
When needing, water can be discharged and is used again, so as to effectively alleviate the lance between city water resource shortage and urban waterlogging
Shield, and help to repair Urban Water Ecological Environment.
Drainage pipeline is significant in sponge urban construction.In torrential rain period, drainage pipeline can be in a short time
The rapid peak flow for reducing rainwater, mitigate erosion of the flood to ground and wash away.But current most of pipelines are all fixed straight
It footpath, can not both meet the purpose of recycle-water, cause a large amount of rain water runoffs, rainwater flow can not be met by frequently resulting in again, cause rain
Water overflow.
Utility model content
A kind of the shortcomings that the purpose of this utility model is to overcome prior art, there is provided rainwater collection suitable for road roadside
Collect, for sponge city double-skin duct road intake apparatus.
The purpose of this utility model is achieved through the following technical solutions：One kind is entered for sponge city double-skin duct road
Spout device, including collect trave grid, intake tunnel, water flow control plate and double-layer drainage pipeline, collect trave grid be installed on into
The water inlet of aquaporin, double-layer drainage pipeline is arranged at the lower section of intake tunnel, under double-layer drainage pipeline is located at intake tunnel just
The opening position of side offers the connected entrance of connection intake tunnel, and water flow control plate is located at the top of connected entrance, and water flow control plate is solid
In the side wall of intake tunnel, described double-layer drainage pipe includes the inner layer pipe and outer layer pipe, Yi Jiwei being coaxially disposed
Support member between inner layer pipe and outer layer pipe, forms gap between inner layer pipe and outer layer pipe, support member is laid in
In the gap, inner layer pipe is fixedly connected by support member with outer layer pipe, is uniformly laid on the tube wall of described inner layer pipe
There is hole.
Rainwater, which first passes around, collects trave grid, the isometric larger material of leaf is separated, rainwater is through flow cavitation result afterwards
Plate, which changes the direction of a stream of water to take advantage of a situation, flows into double-layer drainage pipeline.It is evenly distributed on the inner layer pipe that rainwater passes through in double-layer drainage pipeline
Hole filter again, into outer layer pipe, outer layer pipe adds the rainwater after filtering through rainwater-collecting storage tank or the like
With Collection utilization, inner layer pipe directly discharges rainwater.When the period for running into torrential rain, rainwater flows into double-layer drainage pipeline, interior
When layer pipeline is not enough to accommodate rainwater, gap of the rainwater through inner layer pipe tube wall of overflow flows into outer layer pipe, effectively overcomes
The influence that rainwater crest discharge is brought greatly.Now, ectonexine drainage pipeline unanimously discharges rainwater, no longer carries out rainwater recycle.
Preferably, the inner surface setting of described inner layer pipe has the mesh for covering the hole.
Preferably, the water inlet of described intake tunnel is placed in asphalt road edge.
Preferably, described collection trave grid include cement frame and the stainless steel cloth being embedded in cement frame.Receive
Collect trave grid to handle the larger rubbish thing of volume in rainwater.
Preferably, described water flow control plate is stainless-steel sheet.
Preferably, described double-layer drainage pipeline uses stainless steel tube material.
The utility model has advantages below：
The utility model can be by rainwater after collecting trave grid by large volume impurities, then entering through inner layer pipe
Row is discharged after filtering again through outer tube, is used into rainwater-collecting storage pool.When extraneous rainwater enters dilutional hyponatremia, unnecessary rain
Water enters outer layer pipe and discharged in the lump with the rainwater of inner layer pipe.Both the collection of recycle-water had been realized, also disclosure satisfy that rainwater
Flow, avoid stormwater overflow.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation of collection trave grid of the present utility model.
In figure, 1- stainless steel cloths, 2- asphalt roads, 3- gaps, 4- cement frames, 5- support members, 6- water flow control plates, 7-
Outer layer pipe, 8- inner layer pipes.
Embodiment
The utility model is further described below in conjunction with the accompanying drawings：
As shown in figure 1, a kind of be used for sponge city double-skin duct road intake apparatus, including collect trave grid, water inlet
Passage, water flow control plate 6 and double-layer drainage pipeline, collect the water inlet that trave grid are installed on intake tunnel, double-layer drainage pipeline
The lower section of intake tunnel is arranged at, double-layer drainage pipeline, which is located at intake tunnel location directly below, offers connection intake tunnel
Connected entrance, water flow control plate 6 is located at the top of connected entrance, and water flow control plate 6 is fixedly arranged in the side wall of intake tunnel, described
Double-layer drainage pipe includes the inner layer pipe 8 being coaxially disposed and outer layer pipe 7 and between inner layer pipe 8 and outer layer pipe 7
Support member 5, gap 3 is formed between inner layer pipe 8 and outer layer pipe 7, support member 5 is laid in the gap 3, inner layer pipe 8
It is fixedly connected by support member 5 with outer layer pipe 7, hole is uniformly laid with the tube wall of described inner layer pipe 8.
Rainwater, which first passes around, collects trave grid, the isometric larger material of leaf is separated, rainwater is through flow cavitation result afterwards
Plate 6, which changes the direction of a stream of water to take advantage of a situation, flows into double-layer drainage pipeline.It is equal that rainwater passes through distribution on the inner layer pipe 8 in double-layer drainage pipeline
Even hole filters again, and into outer layer pipe 7, outer layer pipe 7 is by the rainwater after filtering through rainwater-collecting storage tank or similar
Thing is subject to Collection utilization, and inner layer pipe 8 directly discharges rainwater.When the period for running into torrential rain, rainwater flows into double-layer drainage pipe
Road, when inner layer pipe 8 is not enough to accommodate rainwater, gap 3 of the rainwater through the tube wall of inner layer pipe 8 of overflow flows into outer layer pipe 7, has
Effect overcomes the influence that rainwater crest discharge is brought greatly.Now, ectonexine drainage pipeline unanimously discharges rainwater, no longer carries out rain
Water Sproading.
Preferably, the inner surface setting of described inner layer pipe 8 has the mesh for covering the hole.
Preferably, the water inlet of described intake tunnel is placed in the edge of asphalt road 2.
Preferably, as shown in Fig. 2 described collection trave grid include cement frame 4 and are embedded in cement frame 4 not
Become rusty steel wire 1.Trave grid are collected to handle the larger rubbish thing of volume in rainwater.
Preferably, described water flow control plate 6 is stainless-steel sheet.
Preferably, described double-layer drainage pipeline uses stainless steel tube material.
The utility model can be by rainwater after collecting trave grid by large volume impurities, then through inner layer pipe 8
Discharged after filtering again through outer tube, be used into rainwater-collecting storage pool.It is unnecessary when extraneous rainwater enters dilutional hyponatremia
Rainwater enters outer layer pipe 7 and discharged in the lump with the rainwater of inner layer pipe 8.Both the collection of recycle-water had been realized, also can
Meet rainwater flow, avoid stormwater overflow.
Claims (5)
1. one kind is used for sponge city double-skin duct road intake apparatus, it is characterised in that：Including collecting trave grid, water inlet is led to
Road, water flow control plate (6) and double-layer drainage pipeline, collect the water inlet that trave grid are installed on intake tunnel, double-layer drainage pipeline
The lower section of intake tunnel is arranged at, double-layer drainage pipeline, which is located at intake tunnel location directly below, offers connection intake tunnel
Connected entrance, water flow control plate (6) is located at the top of connected entrance, and water flow control plate (6) is fixedly arranged in the side wall of intake tunnel, institute
The double-layer drainage pipe stated includes the inner layer pipe (8) being coaxially disposed and outer layer pipe (7) and positioned at inner layer pipe (8) and outside
Support member (5) between layer pipeline (7), inner layer pipe (8) is fixedly connected by support member (5) with outer layer pipe (7), described
Hole is uniformly laid with the tube wall of inner layer pipe (8).
2. one kind according to claim 1 is used for sponge city double-skin duct road intake apparatus, it is characterised in that：Institute
The inner surface setting for the inner layer pipe (8) stated has the mesh for covering the hole.
3. one kind according to claim 1 is used for sponge city double-skin duct road intake apparatus, it is characterised in that：Institute
The water inlet for the intake tunnel stated is placed in asphalt road (2) edge.
4. one kind according to claim 1 is used for sponge city double-skin duct road intake apparatus, it is characterised in that：Institute
The collection trave grid stated include cement frame (4) and the stainless steel cloth (1) being embedded in cement frame (4).
5. one kind according to claim 1 is used for sponge city double-skin duct road intake apparatus, it is characterised in that：Institute
The water flow control plate (6) stated is stainless-steel sheet.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720928563.6U CN206941774U (en) | 2017-07-28 | 2017-07-28 | One kind is used for sponge city double-skin duct road intake apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720928563.6U CN206941774U (en) | 2017-07-28 | 2017-07-28 | One kind is used for sponge city double-skin duct road intake apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206941774U true CN206941774U (en) | 2018-01-30 |
Family
ID=61371844
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720928563.6U Active CN206941774U (en) | 2017-07-28 | 2017-07-28 | One kind is used for sponge city double-skin duct road intake apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206941774U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111119312A (en) * | 2018-10-31 | 2020-05-08 | 慧邦开源（北京）科技有限公司 | Anti-blocking drainage structure of building |
-
2017
- 2017-07-28 CN CN201720928563.6U patent/CN206941774U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111119312A (en) * | 2018-10-31 | 2020-05-08 | 慧邦开源（北京）科技有限公司 | Anti-blocking drainage structure of building |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 264006 Shandong Yantai economic and Technological Development Zone Overseas Students Business Park (Zhujianglu Road No. 32) Patentee after: Yi Kang Technology Co., Ltd. Address before: 264006 Shandong Yantai economic and Technological Development Zone Overseas Students Business Park (Zhujianglu Road No. 32) Patentee before: SHANDONG ECON TECHNOLOGY CO., LTD. |