CN206128178U - Structure is collected to urban road rainwater - Google Patents
Structure is collected to urban road rainwater Download PDFInfo
- Publication number
- CN206128178U CN206128178U CN201621068012.9U CN201621068012U CN206128178U CN 206128178 U CN206128178 U CN 206128178U CN 201621068012 U CN201621068012 U CN 201621068012U CN 206128178 U CN206128178 U CN 206128178U
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- Prior art keywords
- rainwater
- road
- water
- collecting
- longitudinal direction
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn - After Issue
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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
Abstract
The utility model relates to a structure is collected to urban road rainwater, the people moving walkways in urban road both sides adopts double -deck water storage pavior brick, forms two interim water storages, drainage blanket, and the upper strata be the interim storage layer of people moving walkways rainwater collection, and the lower floor is the interim storage layer of road rainwater collection, people moving walkways rainwater passes through top surface drainage hole filtration flow and goes into the interim storage layer of people moving walkways rainwater collection, the large -scale quick infiltration well of reentrant people moving walkways rainwater, the urban road rainwater advances the gully grate drainage through the road rainwater and gets into road rainwater collection well, is getting into the large -scale quick infiltration well of road rainwater. The beneficial effects of the utility model are that simple structure, atress performance are good, processing is simple and convenient, and the interim water storage chamber of a large amount of quick collections can the hole is quick through permeating water is collected and is stored to through long -term infiltration, the water purification of follow -up a period, utilization of efficient rainwater and the effect of prevening disaster have been realized.
Description
Technical field
This utility model belongs to sponge city technical field, more particularly to a kind of urban road collecting structure of rainwater.
Background technology
Sponge city, is new generation of city storm water man- agement concept, refers to that city is adapting to environmental change and reply rainwater band
The aspects such as the natural disaster come have good " elasticity ", also referred to as " water elasticity city ".International term is " low shadow
Ring exploitation storm-water system to build ".Water suction, water-retention, infiltration, water purification when rainy, by the water for storing " release " and in addition profit when needing
With.
At present, porous pavement is when heavy rain arrival, it is impossible to quick water suction, water-retention, causes a large amount of rain water runoffs, thus nothing
Method reaches infiltration, water purification purpose, and is likely to result in huge disaster.
Utility model content
In order to solve the problems, such as current porous pavement cannot quickly absorb water, water-retention, this utility model provides a kind of urban road
Collecting structure of rainwater, can be when heavy rain arrives, quick water suction, water-retention, and realizes effectively infiltration, water purification purpose.
The technical solution adopted in the utility model is as follows：
Include road rain collection well road rainwater collecting construction unit and receive without road rain collection well road rain water
Structure set unit, has road rain collection well road rainwater collecting construction unit and without road rain collection well road rainwater collecting
Construction unit is spaced；There is road rain collection well road rainwater collecting construction unit to include double-layer water storage road surface, road rain
Water is collected well, road rainwater water inlet grate, kerbstone, road rainwater drainage pipe, the road rainwater borehole wall, road rainwater-collecting and is stored up temporarily
Layer drain pipe, the large-scale rapid osmotic well of road rainwater, road rainwater distal end infiltration delivery pipe and roadnet drain pipe are hidden, it is described
Double-layer water storage road surface be the interim storage layer of footpath rainwater-collecting and the interim storage layer of road rainwater-collecting；Without road rainwater collection
Collection hoistway road collecting structure of rainwater unit includes double-layer water storage road surface, roadnet drain pipe, footpath rainwater is large-scale quickly oozes
Thoroughly delivery pipe, described double-layer water storage are permeated in well, the interim storage layer drain pipe of footpath rainwater-collecting and footpath rainwater distal end
Road surface is the interim storage layer of footpath rainwater-collecting and the interim storage layer of road rainwater-collecting；
The described double-layer water storage road surface side in road rain collection well road rainwater collecting construction unit that has arranges curb
Stone, curb flanks arranges road rain collection well, and road rain collection well side wall arranges the road rainwater borehole wall, road rainwater collection
Ji Jing upper ends arrange road rainwater water inlet grate, and road rain collection well passes through road rainwater with the interim storage layer of road rainwater-collecting
Drain pipe is connected, and double-layer water storage road surface opposite side arranges the large-scale rapid osmotic well of road rainwater, and road rainwater-collecting is stored temporarily
The side of layer arranges Lateral plugging plate, and the middle and upper part of Lateral plugging plate arranges and can be connected with the large-scale rapid osmotic well of road rainwater
The interim storage layer drain pipe of logical road rainwater-collecting, in the large-scale rapid osmotic well of road rainwater roadnet drain pipe is provided with,
Height in double-layer water storage road surface bottom arranges road rainwater distal end infiltration delivery pipe；
Described arranges curb without double-layer water storage road surface side in road rain collection well road rainwater collecting construction unit
Stone, opposite side arranges the large-scale rapid osmotic well of footpath rainwater, and the interim storage layer side of footpath rainwater-collecting arranges lateral envelope
Closure plate, the middle and upper part of Lateral plugging plate is provided with the footpath rainwater-collecting being connected with the large-scale rapid osmotic well of footpath rainwater
Interim storage layer drain pipe, the height in double-layer water storage road surface bottom arranges footpath rainwater distal end infiltration delivery pipe；Footpath
Roadnet drain pipe is provided with the large-scale rapid osmotic well of rainwater.
Described double-layer water storage road surface both sides of the edge adopt Lateral plugging plate edge sealing brick, Lateral plugging plate prevent rainwater to
Both sides flow freely；A row is set at interval of 20～50 meters along longitudinal direction (road direction) and longitudinally separates brick, longitudinal intercepter plate is prevented
Only rainwater is along longitudinal direction free-flowing.
Gravel and sand are filled up in the large-scale rapid osmotic well of described footpath rainwater and roadnet drain pipe.
Described Lateral plugging plate is seepy material.
Described double-layer water storage road surfacing double-layer water storage pavior brick, double-layer water storage pavior brick is divided into 3 kinds of brick：Standard brick
Type, longitudinal direction cut-off brick and edge sealing brick；
Standard brick includes top panel, longitudinal rib, water longitudinal direction flowing water chamber, cross rib, water longitudinal direction flowing water mouth, top surface filter
Water hole, middle level dividing plate and bottom plate；Top panel has some top surface treatment holes, and top surface treatment hole is circle, its a diameter of 5 ~
20mm；According to distributed rectangular, the side of distance four is 20 ~ 40mm to top surface treatment hole；The two of which opposite flank difference of standard brick
2 longitudinal ribs are set, with top panel, middle level dividing plate, bottom plate 2 water longitudinal directions flowing water chamber is surrounded；Two other side is arranged
Cross rib, is water longitudinal direction flowing water mouth between cross rib；
Longitudinal direction cut-off brick includes top panel, longitudinal rib, water longitudinal direction flowing water chamber, cross rib, water longitudinal direction flowing water mouth, top
Face treatment hole, longitudinal intercepter plate, middle level dividing plate and bottom plate；Top panel has some top surface treatment holes, and top surface treatment hole is circle
Shape, its a diameter of 5 ~ 20mm；According to distributed rectangular, the side of distance four is 20 ~ 40mm to top surface treatment hole；Two of which opposite flank point
Not She Zhi 2 longitudinal ribs, surround 2 waters longitudinal direction flowing water chamber with top panel, middle level dividing plate, bottom plate；Two other side sets
Cross rib is put, is water longitudinal direction flowing water mouth between cross rib；Longitudinal intercepter plate blocks the side in water longitudinal direction flowing water chamber；
Longitudinally cut-off brick includes top panel, longitudinal rib, water longitudinal direction flowing water chamber, cross rib, water longitudinal direction to edge sealing brick
Flowing water mouth, top surface treatment hole, Lateral plugging plate, middle level dividing plate and bottom plate；Top panel has some top surface treatment holes, top surface filter
Water hole is circle, its a diameter of 5 ~ 20mm；According to distributed rectangular, the side of distance four is 20 ~ 40mm to top surface treatment hole；Two of which phase
2 longitudinal ribs are respectively provided with to side, with top panel, middle level dividing plate, bottom plate 2 water longitudinal directions flowing water chamber is surrounded；Other two
Individual side arranges cross rib, is water longitudinal direction flowing water mouth between cross rib；Lateral plugging plate is blocked in water longitudinal direction flowing water mouth
Side；
The beneficial effects of the utility model：
The beneficial effects of the utility model are that simple structure, stress performance be good, simple processing, and substantial amounts of quick collection is interim
Water storage cavity can quickly be collected and stored by permeable hole, and long-term infiltration, the water purification for passing through follow-up a period of time, realize height
The rainwater utilization of effect and the effect of taking precautions against natural calamities.
Description of the drawings
Below in conjunction with the accompanying drawings to being described further in this utility model：
Fig. 1 has road rain collection well schematic cross-sectional view for this utility model urban road collecting structure of rainwater；
Fig. 2 is this utility model urban road collecting structure of rainwater without road rain collection well schematic cross-sectional view；
Fig. 3 is double-layer water storage pavior brick standard brick longitudinal direction elevational schematic view；
Fig. 4 is the horizontal elevational schematic view of double-layer water storage pavior brick standard brick；
Fig. 5 is the double-layer water storage pavior brick longitudinally horizontal elevational schematic view of cut-off brick；
Fig. 6 is the horizontal elevational schematic view of double-layer water storage pavior brick edge sealing brick；
Fig. 7 is double-layer water storage pavior brick floor map；
In figure：1 is double-layer water storage pavior brick；2 is road rain collection well；3 is road rainwater water inlet grate；4 is kerbstone；
5 is road rainwater drainage pipe；6 is the road rainwater borehole wall；7 is the interim storage layer of footpath rainwater-collecting；8 is road rainwater-collecting
Interim storage layer；9 is the interim storage layer drain pipe of road rainwater-collecting；10 is the large-scale rapid osmotic well of road rainwater；11 is horse
Delivery pipe is permeated in road rainwater distal end；12 is roadnet drain pipe；13 is the large-scale rapid osmotic well of footpath rainwater；14 is people's row
The interim storage layer drain pipe of road rainwater-collecting；15 is that delivery pipe is permeated in footpath rainwater distal end；1-1 is top panel；1-2 is longitudinal direction
Rib；1-3 is water longitudinal direction flowing water chamber；1-4 is cross rib；1-5 is water longitudinal direction flowing water mouth；1-6 is top surface treatment hole；1-7 is
Longitudinal intercepter plate；1-8 is Lateral plugging plate；1-9 is middle level dividing plate；1-10 is bottom plate.
Specific embodiment：
In order to further illustrate this utility model, below in conjunction with the accompanying drawings and embodiment is retouched in detail to this utility model
State, but they can not be interpreted as the restriction to this utility model protection domain.
A kind of urban road collecting structure of rainwater, as shown in Fig. 1 ~ Fig. 7, mainly by double-layer water storage pavior brick 1, road rainwater
Collect well 2, road rainwater water inlet grate 3, kerbstone 4, road rainwater drainage pipe 5, the road rainwater borehole wall 6, footpath rainwater-collecting
Interim storage layer 7, the interim storage layer 8 of road rainwater-collecting, the interim storage layer drain pipe 9 of road rainwater-collecting, road rainwater are big
Type rapid osmotic well 10, the infiltration of road rainwater distal end delivery pipe 11, roadnet drain pipe 12, footpath rainwater is large-scale quickly oozes
Thoroughly well 13, the interim storage layer drain pipe 14 of footpath rainwater-collecting, footpath rainwater distal end infiltration delivery pipe 15 etc. are constituted, and it is special
Levy and be：
Footpath in urban road both sides adopts double-layer water storage pavior brick 1, forms two interim water storage, drainage blankets, on
Layer is the interim storage layer 7 of footpath rainwater-collecting, and lower floor is the interim storage layer 8 of road rainwater-collecting；
Edge sealing brick, Lateral plugging plate 1-8 is adopted to prevent rainwater from flowing freely to both sides in footpath both sides of the edge；Along vertical
A row is set at interval of 20～50 meters to road direction and longitudinally separates brick, longitudinal intercepter plate 1-7 prevents rainwater free along longitudinal direction
Flowing；At interval of the large-scale rapid osmotic well 13 of 20～50 meters of settings, one footpath rainwater, the large-scale rapid osmotic of footpath rainwater
Gravel and sand are filled up in well 13, in the middle and upper part of the Lateral plugging plate 1-8 of the interim storage layer 7 of footpath rainwater-collecting people is adopted
The interim storage layer drain pipe 14 of trade rainwater-collecting and the large-scale UNICOM of rapid osmotic well 13 of footpath rainwater, preferentially in double-layer water storage
The height of the bottom of pavior brick 1 arranges footpath rainwater distal end infiltration delivery pipe 15；
Between the large-scale rapid osmotic well 13 of two footpath rainwater, one is arranged near footpath at urban road edge
Road rain collection well 2, in the large-scale rapid osmotic well 10 of outside one road rainwater of setting of footpath；In road rainwater-collecting
The middle and upper part of the Lateral plugging plate 1-8 of interim storage layer 8 is using road rainwater drainage pipe 5 and the UNICOM of road rain collection well 2；
The middle and upper part of the Lateral plugging plate 1-8 of the interim storage layer 8 of road rainwater-collecting adopts the interim storage layer draining of road rainwater-collecting
Pipe 9 and the large-scale UNICOM of rapid osmotic well 10 of road rainwater；Gravel and sand are filled up in roadnet drain pipe 12；Preferentially in bilayer
The height of the bottom of water storage pavior brick 1 arranges road rainwater distal end infiltration delivery pipe 11；
The storage temporarily of footpath rainwater and flowing：On the top panel 1-1 that footpath rainwater passes through double-layer water storage pavior brick 1
Top surface treatment hole 1-6 is filtered and is flowed into the interim storage layer 7 of footpath rainwater-collecting, and the Lateral plugging plate 1-8 on the outside of footpath is
Seepy material, water enters the large-scale rapid osmotic well 13 of footpath rainwater by Lateral plugging plate 1-8 seepage flow；When rainfall is larger or the time
Longer, rainwater reaches the height of the interim storage layer drain pipe 14 of footpath rainwater-collecting, and rainwater is faced by footpath rainwater-collecting
When storage layer drain pipe 14 be flowed into the large-scale rapid osmotic well 13 of footpath rainwater, in the large-scale rapid osmotic well 13 of footpath rainwater
Storm seepage enters underground, and when the rainwater water surface reaches the height that delivery pipe 15 is permeated in footpath rainwater distal end, rainwater passes through people's row
Road rainwater distal end infiltration delivery pipe 15 is drained；After rainfall stops, the rainwater in the interim storage layer 7 of footpath rainwater-collecting passes through
The lateral plugging plate 1-8 seepage flow in side is to underground or the large-scale rapid osmotic well 13 of footpath rainwater；
The storage temporarily of urban road rainwater and flowing：Urban road rainwater enters horse by the road rainwater water inlet drainage of grate 3
Road rain collection well 2, when the water surface reaches the height of road rainwater drainage pipe 5, rainwater flows into road rainwater-collecting and stores temporarily
Layer 8,
Lateral plugging plate 1-8 on the outside of footpath is seepy material, and water enters road rain by Lateral plugging plate 1-8 seepage flow
The large-scale rapid osmotic well 10 of water；When rainfall is larger or the time is longer, rainwater reaches the interim storage layer drain pipe 9 of road rainwater-collecting
Height, rainwater is flowed into the large-scale rapid osmotic well 10 of road rainwater, horse by the interim storage layer drain pipe 9 of road rainwater-collecting
Storm seepage enters underground in the large-scale rapid osmotic well 10 of road rainwater, when the rainwater water surface reaches road rainwater distal end infiltration delivery pipe
11 height, rainwater permeates delivery pipe 11 and drains by road rainwater distal end；After rainfall stops, road rainwater-collecting is stored up temporarily
The rainwater in layer 8 is hidden by the lateral plugging plate 1-8 seepage flow in side to underground or the large-scale rapid osmotic well 10 of road rainwater.
Double-layer water storage pavior brick 1 it is main by top panel 1-1, longitudinal rib 1-2, water longitudinal direction flowing water chamber 1-3, cross rib 1-4,
Water longitudinal direction flowing water mouth 1-5, top surface treatment hole 1-6, longitudinal intercepter plate 1-7, Lateral plugging plate 1-8, middle level dividing plate 1-9, bottom
Plate 1-10 etc. is constituted,
1 point of double-layer water storage pavior brick is 3 kinds of brick：Standard brick, longitudinal direction cut-off brick and edge sealing brick, top panel 1-1
There are some top surface treatment hole 1-6, top surface treatment hole 1-6 to be preferably circular, its a diameter of 5 ~ 20mm；Treatment hole 1-6 is total for top surface
Body distribution is preferably rectangle, and the side of distance four is 20 ~ 40mm；Top panel 1-1, middle level dividing plate 1-9, bottom plate 1-10 are preferentially uniformly divided
Cloth；
The two of which opposite flank of standard brick is respectively provided with 2 longitudinal rib 1-2, with top panel 1-1, middle level dividing plate 1-
9th, bottom plate 1-10 surrounds 2 water longitudinal direction flowing water chamber 1-3；Two other side arranges cross rib 1-4, between cross rib 1-4
For water longitudinal direction flowing water mouth 1-5；
Longitudinal direction cut-off brick main difference is that with standard brick：One of end face of water longitudinal direction flowing water chamber 1-3
Overall closure, forms longitudinal intercepter plate 1-7；
Edge sealing brick main difference is that with standard brick：One of side entirety of water longitudinal direction flowing water chamber 1-5
Closure, forms Lateral plugging plate 1-8.
The above is only preferred implementation of the present utility model, it is noted that for the common skill of the art
For art personnel, on the premise of without departing from this utility model principle, some improvements and modifications can also be made, these improve and
Retouching also should be regarded as protection domain of the present utility model.
Claims (3)
1. a kind of urban road collecting structure of rainwater, includes road rain collection well road rainwater collecting construction unit and without horse
Road rain collection well road rainwater collecting construction unit, has road rain collection well road rainwater collecting construction unit and without road
Rain collection well road rainwater collecting construction unit is spaced；There is road rain collection well road rainwater collecting construction unit bag
Include double-layer water storage road surface, road rain collection well (2), road rainwater water inlet grate (3), kerbstone (4), road rainwater drainage pipe
(5), the interim storage layer drain pipe (9) of the road rainwater borehole wall (6), road rainwater-collecting, the large-scale rapid osmotic well of road rainwater
(10) behave and go in, road rainwater distal end infiltration delivery pipe (11) and roadnet drain pipe (12), described double-layer water storage road surface
The interim storage layer of road rainwater-collecting (7) and the interim storage layer of road rainwater-collecting (8)；Receive without road rain collection well road rain water
Structure set unit includes double-layer water storage road surface, roadnet drain pipe (12), the large-scale rapid osmotic well (13) of footpath rainwater, people
The interim storage layer drain pipe (14) of trade rainwater-collecting and footpath rainwater distal end infiltration delivery pipe (15), described double-layer water storage
Road surface is the interim storage layer of footpath rainwater-collecting (7) and the interim storage layer of road rainwater-collecting (8)；It is characterized in that：
The described double-layer water storage road surface side in road rain collection well road rainwater collecting construction unit that has arranges kerbstone
(4), kerbstone (4) side arranges road rain collection well (2), and road rain collection well (2) side wall arranges the road rainwater borehole wall
(6), road rain collection well (2) upper end arranges road rainwater water inlet grate (3), road rain collection well (2) and road rainwater collection
Collect interim storage layer (8) to connect by road rainwater drainage pipe (5), it is large-scale fast that double-layer water storage road surface opposite side arranges road rainwater
Speed infiltration well (10), the side of the interim storage layer of road rainwater-collecting (8) arranges Lateral plugging plate (1-8), Lateral plugging plate (1-
8) middle and upper part is arranged can be connected the interim storage layer row of road rainwater-collecting with the large-scale rapid osmotic well (10) of road rainwater
Roadnet drain pipe (12) is provided with water pipe (9), the large-scale rapid osmotic well (10) of road rainwater, at double-layer water storage road surface bottom
The height in portion arranges road rainwater distal end infiltration delivery pipe (11)；
Described arranges kerbstone without double-layer water storage road surface side in road rain collection well road rainwater collecting construction unit
(4), opposite side arranges the large-scale rapid osmotic well (13) of footpath rainwater, and footpath rainwater-collecting interim storage layer (7) side sets
Lateral plugging plate (1-8) is put, the middle and upper part of Lateral plugging plate (1-8) is provided with and the large-scale rapid osmotic well (13) of footpath rainwater
The interim storage layer drain pipe (14) of footpath rainwater-collecting being connected, the height in double-layer water storage road surface bottom arranges footpath
Rainwater distal end infiltration delivery pipe (15)；Roadnet drain pipe is provided with the large-scale rapid osmotic well (13) of footpath rainwater
(12)；
Described double-layer water storage road surface both sides of the edge adopt Lateral plugging plate (1-8) edge sealing brick, Lateral plugging plate (1-8) to prevent
Rainwater to both sides flow freely；A row is set at interval of 20～50 meters along longitudinal direction (road direction) and longitudinally separates brick, longitudinal direction is cut
Stream plate (1-7) prevents rainwater along longitudinal direction free-flowing.
2. urban road collecting structure of rainwater according to claim 1, it is characterised in that：Described footpath rainwater is large-scale
Gravel and sand are filled up in rapid osmotic well (13) and roadnet drain pipe (12)；Described Lateral plugging plate (1-8) is
Water material.
3. urban road collecting structure of rainwater according to claim 1, it is characterised in that：Described double-layer water storage road surface paving
If double-layer water storage pavior brick (1), double-layer water storage pavior brick (1) is divided into 3 kinds of brick：Standard brick, longitudinal direction cut-off brick and edge sealing
Brick；
Standard brick includes top panel (1-1), longitudinal rib (1-2), water longitudinal direction flowing water chamber (1-3), cross rib (1-4), water
Longitudinal flowing water mouth (1-5), top surface treatment hole (1-6), middle level dividing plate (1-9) and bottom plate (1-10)；Top panel (1-1) is if have
Dry top surface treatment hole (1-6), top surface treatment hole (1-6) is circle, its a diameter of 5 ~ 20mm；Top surface treatment hole (1-6) is according to square
Shape is distributed, and the side of distance four is 20 ~ 40mm；The two of which opposite flank of standard brick is respectively provided with 2 longitudinal ribs (1-2), with
Top panel (1-1), middle level dividing plate (1-9), bottom plate (1-10) surround 2 waters longitudinal direction flowing water chamber (1-3)；Two other side
Cross rib (1-4) is set, is water longitudinal direction flowing water mouth (1-5) between cross rib (1-4)；
Longitudinal direction cut-off brick include top panel (1-1), longitudinal rib (1-2), water longitudinal direction flowing water chamber (1-3), cross rib (1-4),
Water longitudinal direction flowing water mouth (1-5), top surface treatment hole (1-6), longitudinal intercepter plate (1-7), middle level dividing plate (1-9) and bottom plate (1-
10)；Top panel (1-1) has some top surface treatment holes (1-6), and top surface treatment hole (1-6) is circle, its a diameter of 5 ~ 20mm；
According to distributed rectangular, the side of distance four is 20 ~ 40mm to top surface treatment hole (1-6)；Two of which opposite flank is respectively provided with 2 longitudinal directions
Rib (1-2), with top panel (1-1), middle level dividing plate (1-9), bottom plate (1-10) 2 waters longitudinal direction flowing water chamber (1-3) are surrounded；Separately
Outer two sides arrange cross rib (1-4), are water longitudinal direction flowing water mouth (1-5) between cross rib (1-4)；Longitudinal intercepter plate (1-
7) closure is in the side of water longitudinal direction flowing water chamber (1-3)；
Longitudinally cut-off brick includes top panel (1-1), longitudinal rib (1-2), water longitudinal direction flowing water chamber (1-3), laterally to edge sealing brick
Rib (1-4), water longitudinal direction flowing water mouth (1-5), top surface treatment hole (1-6), Lateral plugging plate (1-8), middle level dividing plate (1-9) and bottom
Laminate (1-10)；Top panel (1-1) has some top surface treatment holes (1-6), and top surface treatment hole (1-6) is circle, and its a diameter of 5
~20mm；According to distributed rectangular, the side of distance four is 20 ~ 40mm to top surface treatment hole (1-6)；Two of which opposite flank is respectively provided with 2
Individual longitudinal rib (1-2), with top panel (1-1), middle level dividing plate (1-9), bottom plate (1-10) 2 water longitudinal directions flowing water chamber is surrounded
(1-3)；Two other side arranges cross rib (1-4), is water longitudinal direction flowing water mouth (1-5) between cross rib (1-4)；Lateral envelope
Closure plate (1-8) is blocked in the side of water longitudinal direction flowing water mouth (1-5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621068012.9U CN206128178U (en) | 2016-09-21 | 2016-09-21 | Structure is collected to urban road rainwater |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621068012.9U CN206128178U (en) | 2016-09-21 | 2016-09-21 | Structure is collected to urban road rainwater |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206128178U true CN206128178U (en) | 2017-04-26 |
Family
ID=58569449
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621068012.9U Withdrawn - After Issue CN206128178U (en) | 2016-09-21 | 2016-09-21 | Structure is collected to urban road rainwater |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206128178U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106320433A (en) * | 2016-09-21 | 2017-01-11 | 沈阳建筑大学 | Urban road rainwater collection structure |
-
2016
- 2016-09-21 CN CN201621068012.9U patent/CN206128178U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106320433A (en) * | 2016-09-21 | 2017-01-11 | 沈阳建筑大学 | Urban road rainwater collection structure |
| CN106320433B (en) * | 2016-09-21 | 2018-11-09 | 沈阳建筑大学 | Urban road collecting structure of rainwater |
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Granted publication date: 20170426 Effective date of abandoning: 20181109 |