CN204703279U - A kind of infiltration well accepting recessed greenery patches overflowing rain water - Google Patents
A kind of infiltration well accepting recessed greenery patches overflowing rain water Download PDFInfo
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- CN204703279U CN204703279U CN201520223790.XU CN201520223790U CN204703279U CN 204703279 U CN204703279 U CN 204703279U CN 201520223790 U CN201520223790 U CN 201520223790U CN 204703279 U CN204703279 U CN 204703279U
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- well
- rain
- greenery patches
- infiltration
- storm sewer
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 34
- 230000008595 infiltration Effects 0.000 title claims abstract description 24
- 238000001764 infiltration Methods 0.000 title claims abstract description 24
- 230000035699 permeability Effects 0.000 claims abstract description 10
- 230000035515 penetration Effects 0.000 claims abstract description 8
- 239000011435 rock Substances 0.000 claims abstract description 6
- 238000004062 sedimentation Methods 0.000 claims abstract description 4
- 230000008676 import Effects 0.000 claims description 2
- 239000000463 material Substances 0.000 abstract description 8
- 230000000903 blocking effect Effects 0.000 abstract description 7
- 238000010276 construction Methods 0.000 abstract description 4
- 241000196324 Embryophyta Species 0.000 description 3
- 239000002244 precipitate Substances 0.000 description 3
- 101100366940 Mus musculus Stom gene Proteins 0.000 description 2
- 230000002776 aggregation Effects 0.000 description 2
- 238000004220 aggregation Methods 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000001914 filtration Methods 0.000 description 2
- 230000000737 periodic effect Effects 0.000 description 2
- 239000013049 sediment Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000007726 management method Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
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Abstract
The utility model relates to a kind of infiltration well accepting recessed greenery patches overflowing rain water, is the grating well cover of the top open part being arranged on the vertically disposed well body of below ground and being arranged on well body.From top to bottom be disposed with in well body connect municipal storm sewer rain pipe, rain penetration structure and sedimentation room, described rain pipe is arranged on the borehole wall, described rain penetration structure be by be arranged on the borehole wall and the permeability hole be positioned at below rain pipe and to be successively set on outside the borehole wall and with the thin rock layer and the coarse sands layer that cover permeability hole.Its advantage is to prevent foreign material from blocking well head, and part rainwater penetrates into underground through the borehole wall, realizes covering underground water.Reduce the load of municipal Storm Sewer Network, save political affairs Storm Sewer Network and invest in urban construction; Prevent rainwater from bringing silt into municipal Storm Sewer Network, avoid municipal Storm Sewer Network to produce alluvial, increase the infiltration well of pipe network drainability.
Description
Technical field
The utility model relates to the ancillary facility of storm water man-agement, is the infiltration well for accepting recessed greenery patches overflowing rain water, particularly a kind of infiltration well accepting recessed greenery patches overflowing rain water.
Background technology
The rainwater of existing undertaking recessed greenery patches overflow, the common flat grated inlet (well) of general employing, directly enters municipal Storm Sewer Network after being collected by overflowing rain water.Rain perforaled strainer (well lid) is plane, is easily blocked by the branch in greenery patches, leaf or weeds, blocks and intake not smooth, cause the rainwater on greenery patches to discharge in time.
And common inlet for stom water (well) uses the closely knit borehole wall, rainwater is not exosmosed further; Flush with shaft bottom at the bottom of common inlet for stom water (well) gutter, also cannot precipitate the silt in rainwater.
Therefore be badly in need of one and can increase recessed greenery patches overflow water inlet amount, prevent foreign material from blocking well head, and the part rainwater entered in well is penetrated into underground through the borehole wall, realize covering underground water.Reduce the water yield of arranging into municipal Storm Sewer Network simultaneously, reduce the load of municipal Storm Sewer Network, save political affairs Storm Sewer Network and invest in urban construction.Can also prevent rainwater from bringing silt into municipal Storm Sewer Network, avoid municipal Storm Sewer Network to produce alluvial, increase the infiltration well of pipe network drainability.
Utility model content
The technical problem that the utility model solves is to provide one can increase recessed greenery patches overflow water inlet amount, prevents foreign material from blocking well head, and the part rainwater entered in well is penetrated into underground through the borehole wall, realizes covering underground water.Reduce the water yield of arranging into municipal Storm Sewer Network, reduce the load of municipal Storm Sewer Network, save political affairs Storm Sewer Network and invest in urban construction; Prevent rainwater from bringing silt into municipal Storm Sewer Network, avoid municipal Storm Sewer Network to produce alluvial, increase the infiltration well of pipe network drainability.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is: a kind of infiltration well accepting recessed greenery patches overflowing rain water, is the grating well cover of the top open part being arranged on the vertically disposed well body of below ground and being arranged on well body.From top to bottom be disposed with in well body connect municipal storm sewer rain pipe, rain penetration structure and sedimentation room, described rain pipe is arranged on the borehole wall, described rain penetration structure be by be arranged on the borehole wall and the permeability hole be positioned at below rain pipe and to be successively set on outside the borehole wall and with the thin rock layer and the coarse sands layer that cover permeability hole.When raining, rainwater is carried silt secretly and is flow in well body, precipitates at the bottom sediment of well body, facilitate staff's periodic cleaning, and when amount of rainfall is less, rainwater passes through the filtration of thin rock layer and coarse sands layer successively by permeability hole, penetrate in the soil on below earth's surface, be finally back to underground water source.When amount of rainfall is larger, when the amount of rainfall flow in well body exceedes well body maximum rate of infiltration, the water level in well body can rise to rain pipe place, and excessive rainwater can be arranged in municipal storm sewer by rain pipe.When such design is in amount of rainfall infiltration well processing load, preferentially dmp filter is entered underground water source, when amount of rainfall exceedes infiltration well processing load, excessive rainwater is drained into municipal storm sewer.Its advantage is the load effectively reducing municipal storm sewer, can also cover underground water.
Described ground is provided with polywater recess, and the well head of well body is arranged in polywater recess, and the position in polywater recess except import is equipped with the layer of plants for stopping silt.Polywater recess can effectively, the ponding on rapid aggregation ground, rainwater, and effectively can to stop the silt carried secretly in ponding, rainwater and tiny foreign material, to reduce the amount of arranging into the silt in well body and foreign material, effectively extend the cycle of infiltration well servicing.
The well head of described well body is positioned at the middle part of polywater recess.
The peak of described grating well cover does not exceed polywater recess.
In order to effectively prevent deadwood, leaf from blocking, the end face of described grating well cover is ball bumps.Deadwood, leaf etc. can be blocked in grating well cover periphery not by its blocking.
The bottom of described well body is layer of concrete.
Advantage of the present utility model is as follows:
1. can increase recessed greenery patches overflow water inlet amount, prevent foreign material from blocking well head;
2. and the part rainwater entered in well is penetrated into underground through the borehole wall, realize covering underground water.
3. reduce the water yield of arranging into municipal Storm Sewer Network, reduce the load of municipal Storm Sewer Network, save municipal Storm Sewer Network and invest in urban construction.
4. can prevent rainwater from bringing silt into municipal Storm Sewer Network, avoid municipal Storm Sewer Network to produce alluvial, increase the infiltration well of pipe network drainability
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model embodiment one;
Fig. 2 is the A place partial enlarged drawing of Fig. 1.
Detailed description of the invention
Embodiment one: as shown in Figure 1, 2, the structure of the present embodiment is vertically disposed well body 1 and be arranged on the grating well cover 2 at well head 11 place of well body 1 on ground less than 7.From top to bottom be disposed with in well body 1 connect municipal storm sewer rain pipe 3, rain penetration structure 4 and sedimentation room 5, described rain pipe 3 is arranged on the borehole wall 12, described rain penetration structure 4 be by be arranged on the borehole wall 12 and the permeability hole 41 be positioned at below rain pipe 3 and to be successively set on outside the borehole wall 12 and with the thin rock layer 42 and the coarse sands layer 43 that cover permeability hole 41.When raining, rainwater is carried silt secretly and is flow in well body 1, precipitate at the bottom sediment of well body 1, facilitate staff's periodic cleaning, and amount of rainfall less time, rainwater passes through the filtration of thin rock layer 42 and coarse sands layer 43 successively by permeability hole 41, penetrates in the soil 6 on below earth's surface, is finally back to underground water source.When amount of rainfall is larger, when the amount of rainfall flow in well body 1 exceedes well body 1 maximum rate of infiltration, the water level in well body 1 can rise to rain pipe 3 place, and excessive rainwater can be arranged in municipal storm sewer by rain pipe 3.When such design is in amount of rainfall infiltration well processing load, preferentially dmp filter is entered underground water source, when amount of rainfall exceedes infiltration well processing load, excessive rainwater is drained into municipal storm sewer.Its advantage is the load effectively reducing municipal storm sewer, can also cover underground water.
As shown in Figure 1, 2, described ground 7 is provided with polywater recess 71, and the well head 11 of well body 1 is arranged in polywater recess 71, and the position in polywater recess 71 except well head 11 is equipped with the layer of plants 72 for stopping silt.Polywater recess 71 can effectively, the ponding on rapid aggregation ground, rainwater, and effectively can stop the silt carried secretly in ponding, rainwater and tiny foreign material, reduce the amount of arranging into the silt in well body 1 and foreign material, effectively extend the cycle of infiltration well servicing.
As shown in Figure 1, 2, the well head 11 of described well body 1 is positioned at the middle part of polywater recess 71.
As shown in Figure 1, 2, the peak of described grating well cover 2 does not exceed polywater recess 71.
As shown in Figure 1, 2, in order to effectively prevent deadwood, leaf from blocking, the end face of described grating well cover 2 is that spherical cap shape is protruding.Deadwood, leaf etc. can be blocked in grating well cover 2 peripheral.
Claims (6)
1. accept the infiltration well of recessed greenery patches overflowing rain water for one kind, it is the grating well cover of the top open part being arranged on the vertically disposed well body of below ground and being arranged on well body, it is characterized in that from top to bottom being disposed with in well body connect municipal storm sewer rain pipe, rain penetration structure and sedimentation room, described rain pipe is arranged on the borehole wall, described rain penetration structure be by be arranged on the borehole wall and the permeability hole be positioned at below rain pipe and to be successively set on outside the borehole wall and with the thin rock layer and the coarse sands layer that cover permeability hole.
2. the infiltration well of undertaking according to claim 1 recessed greenery patches overflowing rain water, it is characterized in that described ground is provided with polywater recess, the well head of well body is arranged in polywater recess, and the position in polywater recess except import is equipped with the layer of plants for stopping silt.
3. the infiltration well of undertaking according to claim 2 recessed greenery patches overflowing rain water, is characterized in that the well head of described well body is positioned at the middle part of polywater recess.
4. the infiltration well of undertaking according to claim 2 recessed greenery patches overflowing rain water, is characterized in that the peak of described grating well cover does not exceed polywater recess.
5. the infiltration well of the undertaking recessed greenery patches overflowing rain water according to claim 1 or 2 or 3 or 4, is characterized in that the end face of described grating well cover is ball bumps.
6. the infiltration well of undertaking according to claim 5 recessed greenery patches overflowing rain water, is characterized in that the bottom of described well body is layer of concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520223790.XU CN204703279U (en) | 2015-04-15 | 2015-04-15 | A kind of infiltration well accepting recessed greenery patches overflowing rain water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520223790.XU CN204703279U (en) | 2015-04-15 | 2015-04-15 | A kind of infiltration well accepting recessed greenery patches overflowing rain water |
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| Publication Number | Publication Date |
|---|---|
| CN204703279U true CN204703279U (en) | 2015-10-14 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520223790.XU Active CN204703279U (en) | 2015-04-15 | 2015-04-15 | A kind of infiltration well accepting recessed greenery patches overflowing rain water |
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| CN (1) | CN204703279U (en) |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105386510A (en) * | 2015-12-15 | 2016-03-09 | 嘉兴市规划设计研究院有限公司 | Finished gully integrating functions of rainwater pretreatment and overflowing |
| CN106049642A (en) * | 2016-07-13 | 2016-10-26 | 黑龙江省九0四环境工程勘察设计院 | Sponge city permeation, retention, storage, purification, utilization and water drainage combined system |
| CN106436820A (en) * | 2016-11-28 | 2017-02-22 | 管丽环境技术(上海)有限公司 | Rainwater seepage and drainage equipment for municipal administration and installing method thereof |
| CN107060053A (en) * | 2017-05-03 | 2017-08-18 | 温州市兴海市政建设有限公司 | The discharge structure and its construction method of a kind of town road |
| CN107938806A (en) * | 2017-12-27 | 2018-04-20 | 中交第二公路勘察设计研究院有限公司 | A kind of device and method using sponge-type rain pipe supply Deep Groundwater |
| CN108222233A (en) * | 2018-03-21 | 2018-06-29 | 中国建筑股份有限公司 | A kind of rain inlet structure and its construction method for being used to build sponge city |
| CN108867813A (en) * | 2018-09-07 | 2018-11-23 | 湖南省农业环境生态研究所 | A kind of anatonosis prefabricated component |
| CN110359536A (en) * | 2019-07-30 | 2019-10-22 | 中国电建集团成都勘测设计研究院有限公司 | First rain collects greenery patches |
| CN111608136A (en) * | 2020-04-20 | 2020-09-01 | 中国一冶集团有限公司 | Riverway side slope sponge system |
| CN111945818A (en) * | 2019-05-17 | 2020-11-17 | 江苏省地质工程勘察院 | Embedded recharging well and recharging system suitable for sponge city |
| CN112177142A (en) * | 2020-09-22 | 2021-01-05 | 石河子大学 | Stifled well lid is prevented in municipal administration |
| CN112832353A (en) * | 2021-01-14 | 2021-05-25 | 佛山市南海市政工程有限公司 | Urban underground sewage pipeline laying system |
-
2015
- 2015-04-15 CN CN201520223790.XU patent/CN204703279U/en active Active
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105386510A (en) * | 2015-12-15 | 2016-03-09 | 嘉兴市规划设计研究院有限公司 | Finished gully integrating functions of rainwater pretreatment and overflowing |
| CN106049642B (en) * | 2016-07-13 | 2018-08-31 | 黑龙江省九0四环境工程勘察设计院 | A kind of sponge city oozes, is stagnant, storing, net, use, drain combination system |
| CN106049642A (en) * | 2016-07-13 | 2016-10-26 | 黑龙江省九0四环境工程勘察设计院 | Sponge city permeation, retention, storage, purification, utilization and water drainage combined system |
| CN106436820A (en) * | 2016-11-28 | 2017-02-22 | 管丽环境技术(上海)有限公司 | Rainwater seepage and drainage equipment for municipal administration and installing method thereof |
| CN107060053A (en) * | 2017-05-03 | 2017-08-18 | 温州市兴海市政建设有限公司 | The discharge structure and its construction method of a kind of town road |
| CN107060053B (en) * | 2017-05-03 | 2019-06-18 | 温州市兴海市政建设有限公司 | A kind of discharge structure of town road |
| CN107938806A (en) * | 2017-12-27 | 2018-04-20 | 中交第二公路勘察设计研究院有限公司 | A kind of device and method using sponge-type rain pipe supply Deep Groundwater |
| CN108222233A (en) * | 2018-03-21 | 2018-06-29 | 中国建筑股份有限公司 | A kind of rain inlet structure and its construction method for being used to build sponge city |
| CN108222233B (en) * | 2018-03-21 | 2023-12-08 | 中国建筑股份有限公司 | Rain inlet structure for constructing sponge city and construction method thereof |
| CN108867813A (en) * | 2018-09-07 | 2018-11-23 | 湖南省农业环境生态研究所 | A kind of anatonosis prefabricated component |
| CN111945818A (en) * | 2019-05-17 | 2020-11-17 | 江苏省地质工程勘察院 | Embedded recharging well and recharging system suitable for sponge city |
| CN110359536A (en) * | 2019-07-30 | 2019-10-22 | 中国电建集团成都勘测设计研究院有限公司 | First rain collects greenery patches |
| CN111608136A (en) * | 2020-04-20 | 2020-09-01 | 中国一冶集团有限公司 | Riverway side slope sponge system |
| CN112177142A (en) * | 2020-09-22 | 2021-01-05 | 石河子大学 | Stifled well lid is prevented in municipal administration |
| CN112832353A (en) * | 2021-01-14 | 2021-05-25 | 佛山市南海市政工程有限公司 | Urban underground sewage pipeline laying system |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 510290 No. 483, Nanzhou Road, Haizhu District, Guangzhou City, Guangdong Province Patentee after: Guangdong Urban and Rural Planning and Design Institute Technology Group Co.,Ltd. Country or region after: China Address before: 510290 No. 483, Nanzhou Road, Haizhu District, Guangzhou City, Guangdong Province Patentee before: Guangdong urban and rural planning and Design Institute Co.,Ltd. Country or region before: China Address after: 510290 No. 483, Nanzhou Road, Haizhu District, Guangzhou City, Guangdong Province Patentee after: Guangdong urban and rural planning and Design Institute Co.,Ltd. Country or region after: China Address before: 510290 No. 483, Nanzhou Road, Haizhu District, Guangzhou City, Guangdong Province Patentee before: GUANGDONG URBAN & RURAL PLANNING AND DESIGN INSTITUTE Country or region before: China |