CN207143766U - A can ooze and arrange highway deceleration strip for construction of sponge city - Google Patents
A can ooze and arrange highway deceleration strip for construction of sponge city Download PDFInfo
- Publication number
- CN207143766U CN207143766U CN201721100292.1U CN201721100292U CN207143766U CN 207143766 U CN207143766 U CN 207143766U CN 201721100292 U CN201721100292 U CN 201721100292U CN 207143766 U CN207143766 U CN 207143766U
- Authority
- CN
- China
- Prior art keywords
- deceleration strip
- afflux groove
- highway
- soakaway trench
- oozing
- 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.)
- Expired - Fee Related
Links
- 238000010276 construction Methods 0.000 title claims abstract description 19
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 18
- 230000008595 infiltration Effects 0.000 claims abstract description 9
- 238000001764 infiltration Methods 0.000 claims abstract description 9
- 239000004033 plastic Substances 0.000 claims description 10
- 229920003023 plastic Polymers 0.000 claims description 10
- 230000002265 prevention Effects 0.000 claims description 9
- 239000013049 sediment Substances 0.000 claims description 9
- 239000004677 Nylon Substances 0.000 claims description 6
- 238000001914 filtration Methods 0.000 claims description 6
- 229920001778 nylon Polymers 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 5
- 239000007769 metal material Substances 0.000 claims description 5
- 229910001208 Crucible steel Inorganic materials 0.000 claims description 4
- 239000004568 cement Substances 0.000 claims description 3
- 239000002689 soil Substances 0.000 abstract description 5
- 239000003673 groundwater Substances 0.000 abstract description 2
- 238000007599 discharging Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 abstract 1
- 239000007788 liquid Substances 0.000 description 2
- 235000006508 Nelumbo nucifera Nutrition 0.000 description 1
- 240000002853 Nelumbo nucifera Species 0.000 description 1
- 235000006510 Nelumbo pentapetala Nutrition 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000008030 elimination Effects 0.000 description 1
- 238000003379 elimination reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000009972 noncorrosive effect Effects 0.000 description 1
Landscapes
- Sewage (AREA)
- Road Paving Structures (AREA)
Abstract
The utility model discloses a road deceleration strip capable of seeping and discharging for sponge city construction, which comprises a deceleration strip, wherein the deceleration strip comprises a horizontal bottom surface and an arc upper end surface, a flow collecting groove is arranged below the deceleration strip along the length direction of the deceleration strip, the arc upper end surface of the deceleration strip is provided with a deceleration strip water inlet hole communicated with the inner cavity of the flow collecting groove, the deceleration strip water inlet hole is arranged close to the ground, and the lower end of the flow collecting groove is provided with at least one water seepage pipe communicated with the inner cavity along the length direction of the flow collecting groove; the side wall of the water seepage pipe is provided with water seepage holes of the water seepage pipe. The utility model discloses a can ooze can arrange highway deceleration strip and pass through the deceleration strip inlet opening and introduce the rainwater on road surface and collect the groove in, then during the rainwater in the collection groove passes through the infiltration pipe infiltration hole infiltration underground soil of infiltration pipe lateral wall for the drainage process that oozes of road surface runoff has reduced surface gathered water promptly, multiplicable groundwater supply volume again.
Description
Technical field
The utility model belongs to rainwater in sponge urban construction and oozes arranging device technical field, more particularly to one kind is used for sponge
Oozing for urban construction can arrange highway deceleration strip.
Background technology
With the fast development of urbanization, city impervious surface ratio gradually rises, urban surface when causing the rainfall to occur
Rainfall runoff oozes under being difficult to.The run-off that earth's surface is formed when rainfall is larger is born often beyond the discharge of sewerage system
Lotus, so that usually triggering urban waterlogging, bring huge economic loss.Wherein road surface is as the main of urban area impervious surface
Part, run-off is very big as caused by road surface, therefore how quickly to make highway week is oozed or be discharged under pavement runoff
The permeable region on side is most important to sponge urban construction.
The discharge of ordinary highway pavement runoff be all by the discharge outlet or the sewer in roadside on curb, and on highway number
It is often the entity plastic cement bar that road surface is directly anchored to rivet to measure numerous deceleration strips, is not designed to road substantially
Face diameter stream oozes row's passage.If highway deceleration strip therefore is subject into Curve guide impeller to be beneficial to add for the arranging device that oozes of pavement runoff
The on-site elimination of fast pavement runoff.
Utility model content
The purpose of this utility model be to provide it is a kind of be used for oozing for sponge urban construction can arrange highway deceleration strip.
To reach above-mentioned purpose, the technical solution adopted in the utility model is：
A kind of to arrange highway deceleration strip, including deceleration strip for oozing for sponge urban construction, deceleration strip includes horizontal base
Face and arc-shaped upper ends face, the length direction of the lower section of deceleration strip along deceleration strip are provided with afflux groove, and the arc-shaped upper ends face of deceleration strip is set
There is the deceleration strip inlet opening connected with the inner chamber of afflux groove, deceleration strip inlet opening ground proximity is set, the lower end edge collection of afflux groove
The length direction of chute be provided with least one with the soakaway trench that connects of inner chamber.
Preferably, the lower surface of the horizontal bottom of deceleration strip is concordant with highway pavement, and afflux groove and soakaway trench are embedded in ground
Under.
Preferably, the side wall of soakaway trench is provided with soakaway trench water seepage hole.
Preferably, the outer wall of soakaway trench corresponding with soakaway trench water seepage hole is wrapped with sediment prevention filtering fine-structure mesh.
Preferably, afflux groove is provided with the overflow pipe connected with the inner chamber of afflux groove close to the side wall of upper end open.
Preferably, described deceleration strip is metal material, and afflux groove, soakaway trench and overflow pipe are plastic material or metal material
Matter or cement prefab, sediment prevention filtering fine-structure mesh is nylon wire or wire netting.
Preferably, described deceleration strip is cast steel deceleration strip, and afflux groove is plastics afflux groove, and soakaway trench and overflow pipe are
Plastic tube, sediment prevention filtering fine-structure mesh is nylon wire.
The utility model this have the advantage that：
Of the present utility model ooze can arrange highway deceleration strip the rainwater on road surface is introduced into afflux groove by deceleration strip inlet opening
In, then the rainwater in afflux groove is permeated the ground in soil by the soakaway trench water seepage hole of soakaway trench side wall, accelerates pavement runoff
Ooze and be drained through journey, that is, reduce surface gathered water, the increment of groundwater can be increased again；Afflux groove is connected with overflow pipe, excessive road
Face rainfall runoff will be discharged to by drainpipe outside highway, and then is oozed or accumulated by the low-lying underwater outside highway.
The utility model is simple in construction, low manufacture cost, assembly and disassembly are convenient, has higher application value.
Brief description of the drawings
Fig. 1 is the utility model structure diagram；
Fig. 2 is the A-A sectional views in Fig. 1；
Fig. 3 is the B-B sectional views in Fig. 1；
In figure：1 is deceleration strip, and 2 be deceleration strip inlet opening, and 3 be overflow pipe, and 4 be afflux groove, and 5 be soakaway trench, and 6 be infiltration
Pipe water seepage hole, 7 be that sediment prevention filters fine-structure mesh.
Embodiment
As Figure 1-3, it is a kind of to arrange highway deceleration strip, including deceleration strip 1 for oozing for sponge urban construction, slow down
Band 1 includes horizontal bottom and arc-shaped upper ends face, and the length direction of the lower section of deceleration strip 1 along deceleration strip 1 is provided with afflux groove 4, slows down
The deceleration strip inlet opening 2 connected with the inner chamber of afflux groove 4 is provided with 1 arc-shaped upper ends face, the ground proximity of deceleration strip inlet opening 2 is set
Put, the length direction of the lower end edge afflux groove 4 of afflux groove 4 be provided with more with the soakaway trench 5 that connect of inner chamber, afflux groove 4 with ooze
Water pipe 5 is embedded in underground.
The lower surface of the horizontal bottom of deceleration strip 1 is concordant with highway pavement, and aspect ground rainwater flows into deceleration strip inlet opening 2
In.
The side wall of soakaway trench 5 is provided with soakaway trench water seepage hole 6, and rainwater is penetrated into underground through soakaway trench water seepage hole 6.
The outer wall of soakaway trench 5 corresponding with soakaway trench water seepage hole 6 is wrapped with sediment prevention filtering fine-structure mesh 7, prevents silt recharge from blocking infiltration
Pipe 5.
Afflux groove 4 is provided with the overflow pipe 3 connected with the inner chamber of afflux groove 4 close to the side wall of upper end open.When road surface rainfall
Runoff enters the speed of soakaway trench 5 and is less than the speed that runoff penetrates into soil when run-off is smaller, and the runoff in soakaway trench 5 penetrates into
In soil.When road surface flow mode is larger, runoff enters the speed of soakaway trench 5 more than the speed of runoff infiltration soil, infiltration
Liquid level gradually rises in pipe 5, when liquid level is increased in afflux groove 4 and reached be arranged on the position of overflow pipe 3 at the both ends of afflux groove 4
When, excessive rainwater on road surface runoff will be discharged to by drainpipe outside highway, and then passes through the low-lying permeable face outside highway
Under ooze or accumulate.
The lower end of deceleration strip 1 is hollow structure, therefore deceleration strip 1 needs to have the metal material of higher-strength to be made to hold
The larger vehicle of mounted mass is by the way that in the present embodiment, deceleration strip 1 is cast steel deceleration strip, and cast steel deceleration strip wearability is strong, carrying weight
Power is big, indeformable, service life length.
Afflux groove 4 is plastics afflux groove, and soakaway trench 5 and overflow pipe 3 are plastic tube, and using plastic material, material is light, side
Just construction, cost are low.Sediment prevention filtering fine-structure mesh 7 be nylon wire, and nylon wire material is gently, convenient construction, cost be low, non-corrosive.
Embodiment described above is only that preferred embodiment of the present utility model is described, and is not departing from this reality
On the premise of new design spirit, various modifications that those of ordinary skill in the art make to the technical solution of the utility model
And improvement, it all should fall into the protection domain of the utility model claims book determination.
Claims (7)
1. a kind of can arrange highway deceleration strip for oozing for sponge urban construction, it is characterised in that：Including deceleration strip, deceleration strip bag
Include horizontal bottom and arc-shaped upper ends face, the length direction of the lower section of deceleration strip along deceleration strip is provided with afflux groove, the arc of deceleration strip
Upper surface is provided with the deceleration strip inlet opening connected with the inner chamber of afflux groove, and deceleration strip inlet opening ground proximity is set, afflux groove
The length direction of lower end edge afflux groove be provided with least one with the soakaway trench that connects of inner chamber.
2. highway deceleration strip can be arranged by being used for oozing for sponge urban construction as claimed in claim 1, it is characterised in that：Deceleration strip
Horizontal bottom lower surface it is concordant with highway pavement, afflux groove and soakaway trench are embedded in underground.
3. highway deceleration strip can be arranged by being used for oozing for sponge urban construction as claimed in claim 2, it is characterised in that：Soakaway trench
Side wall be provided with soakaway trench water seepage hole.
4. highway deceleration strip can be arranged by being used for oozing for sponge urban construction as claimed in claim 3, it is characterised in that：With infiltration
The outer wall of soakaway trench corresponding to pipe water seepage hole is wrapped with sediment prevention filtering fine-structure mesh.
5. highway deceleration strip can be arranged by being used for oozing for sponge urban construction as claimed in claim 4, it is characterised in that：Afflux groove
The overflow pipe connected with the inner chamber of afflux groove is provided with close to the side wall of upper end open.
6. highway deceleration strip can be arranged by being used for oozing for sponge urban construction as claimed in claim 5, it is characterised in that：Described
Deceleration strip is metal material, and afflux groove, soakaway trench and overflow pipe are plastic material or metal material or cement prefab, sediment prevention
It is nylon wire or wire netting to filter fine-structure mesh.
7. highway deceleration strip can be arranged by being used for oozing for sponge urban construction as claimed in claim 6, it is characterised in that：Described
Deceleration strip is cast steel deceleration strip, and afflux groove is plastics afflux groove, and soakaway trench and overflow pipe are plastic tube, and sediment prevention filters fine-structure mesh
For nylon wire.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721100292.1U CN207143766U (en) | 2017-08-30 | 2017-08-30 | A can ooze and arrange highway deceleration strip for construction of sponge city |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721100292.1U CN207143766U (en) | 2017-08-30 | 2017-08-30 | A can ooze and arrange highway deceleration strip for construction of sponge city |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207143766U true CN207143766U (en) | 2018-03-27 |
Family
ID=61670556
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721100292.1U Expired - Fee Related CN207143766U (en) | 2017-08-30 | 2017-08-30 | A can ooze and arrange highway deceleration strip for construction of sponge city |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207143766U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110820618A (en) * | 2019-11-28 | 2020-02-21 | 王天祎 | Self-adjusting deceleration strip for sponge city |
| CN112482854A (en) * | 2020-12-01 | 2021-03-12 | 张根民 | Speed-reducing water suction device for slope channel |
-
2017
- 2017-08-30 CN CN201721100292.1U patent/CN207143766U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110820618A (en) * | 2019-11-28 | 2020-02-21 | 王天祎 | Self-adjusting deceleration strip for sponge city |
| CN110820618B (en) * | 2019-11-28 | 2021-11-09 | 郑丽君 | Self-adjusting deceleration strip for sponge city |
| CN112482854A (en) * | 2020-12-01 | 2021-03-12 | 张根民 | Speed-reducing water suction device for slope channel |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180327 Termination date: 20210830 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |