CN205529776U - Infiltration structure of waterproof road in road surface - Google Patents
Infiltration structure of waterproof road in road surface Download PDFInfo
- Publication number
- CN205529776U CN205529776U CN201620068454.7U CN201620068454U CN205529776U CN 205529776 U CN205529776 U CN 205529776U CN 201620068454 U CN201620068454 U CN 201620068454U CN 205529776 U CN205529776 U CN 205529776U
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- infiltration
- road
- ditch
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- waterproof
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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
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
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Abstract
The utility model provides an infiltration structure of waterproof road in road surface, belongs to the municipal works field, what set up the infiltration hole is a plurality of infiltration pipes to the infiltration structure including peripheral, the one end of a plurality of infiltration pipes is provided with the infiltration ditch, the mouth of pipe and the drill way of a plurality of infiltration pipes are provided with the filter screen, a plurality of infiltration pipes is disposed under the road rammer soil layer, the setting of infiltration ditch is under greenbelt or pavement, backfill infiltration ditch bottom has stone or grit, the top layer is provided with greenbelt or cement brick, infiltration ditch and roadside intercommunication, be provided with the overflow mouth on the infiltration ditch, through the infiltration structure of utilizing this kind of structure, can alleviate the casual water of road, prevent the calamity that road ponding did not freely bring, improve the seepage velocity and infiltration total amount of road, improve the self -restraint of groundwater, reform transform cost is reduced, practice thrift the construction cost.
Description
Technical field
This utility model relates to a kind of infiltration structure, particularly to the infiltration structure of the waterproof road in a kind of road surface, belongs to
Municipal works field.
Background technology
Along with the development in industrialization city, must increasing of urban transportation vehicle, the visible ray from solar radiation is had
Highly permeability, and the long-wave radiation emitting the earth has highly absorbent, can strongly absorb in terrestrial surface radiation is red
Outside line, causes global warming to rise, creates greenhouse effect, due to the immoderate exploitation of the mankind and destruction resource, whole world rainfall
Amount increases, precipitation is redistributed, extreme weather gets more and more, and glacier and frozen soil melt, sea level rise, and mud-rock flow takes place frequently,
Flooding of rivers, urban waterlogging, not only endangers the balance of natural ecosystems, also threatens the living environment of the mankind, water drainage originally
Flood drainage system is difficult to meet the sudden heavy rainfall that climate change brings, and usually can cause flooding of rivers because of impeded drainage, lead
Cause to have inconvenient traffic, cause the loss of people's life and property, particularly some non-permeable road surfaces, and surface gathered water is the most, then
Plus can not discharge in time, surface gathered water usually can be caused to raise, cause the accident accidents such as water inlet in low-rise building resident family,
On the contrary, along with modern society's science and technology and economic development and progress, the water consumption of China is in increase progressively, nowadays
Hydropenia, these all directly result in original clean water resources and face exhaustion.It has been undisputable fact.Rainwater, Zhong Shui, sea water etc. are non-
The exploitation at tradition water source become extremely urgent.To this end, country proposes to build " sponge city ", objective is to promote city
To pay the utmost attention to limited rainwater to stay during city's drainage system, pay the utmost attention to more utilize elements draining, build from
So stockpile, naturally osmotic, the environment-friendly type sponge city of self-purification, build sponge city follow the preferential principle of the ecology, by nature
Approach combines with artificial measures, on the premise of guaranteeing municipal drainage prevention waterlogging safety, realizes rainwater to greatest extent in city
The accumulation in region, permeate and purify, promoting utilization and the ecological environmental protection of rainwater resource.Building " sponge city " is not to push away
Heavily come, replace traditional drainage system, but the one of conventional drainage systems " is lightened the burden " and supplements, farthest play
The effect in city itself.In sponge Process of Urban Development, the systematicness of natural precipitation, surface water and groundwater should be planned as a whole, association
Assign each link of the water circulation use such as water, draining, and consider its complexity and chronicity.But, for much built up
Road is fluid-tight mostly, tremendous economic will be brought to lose if removing to rebuild.So can carry out either with or without a kind of method
Transformation, the ability making fluid-tight road possess infiltration is the big problem of faced in current municipal engineering construction.
Summary of the invention
For non-porous pavement impeded drainage, accumulation of rainwater, can frequently result in and have inconvenient traffic, in low-rise building resident family
Water inlet or generation accident accident etc., bring the problems such as loss in various degree even can to people's life and property, and this practicality is new
Type provides the infiltration structure of the waterproof road in a kind of road surface, its objective is to improve road seepage velocity and infiltration total amount, reduces road
Area water, prevents the disaster that road hydrops the most freely brings, and improves the self-restraint of subsoil water, reduces improvement cost, saves construction cost.
The technical solution of the utility model is: the infiltration structure of the waterproof road in a kind of road surface, and described infiltration structure includes
What periphery offered water seepage hole is multiple soakaway trench, and one end of multiple soakaway trench is provided with infiltration ditch, the mouth of pipe of multiple soakaway trench
Water seepage hole aperture is provided with filter screen, and multiple soakaway trench are arranged on the lower section of road rammed earth layer, infiltration ditch be arranged on greenbelt or
Under footpath, the infiltration mouth of pipe is arranged on bottom pipe infiltration ditch, and infiltration ditch is backfilled with descending stone or sand from bottom to top,
Top layer is provided with planting soil and greenbelt or cement brick, and infiltration ditch communicates with driveway road surface edge, and infiltration ditch water inlet is high
Degree, less than roadside water inlet height, infiltration ditch is provided with overfall, and overfall connects with storm sewer；
Preferably, described soakaway trench is cast iron, rigid plastics, steel pipe or pipe of cement, and the soakaway trench one end less than 10cm is
Wedge structure；
Preferably, described roadside water inlet is breach or grid curb；
Preferably, described infiltration ditch is backfilled with boulder bed, permeable building block layer, plantation soil layer the most successively；
Preferably, described infiltration ditch is backfilled with gravel layer or boulder bed, graded broken stone layer, coarse sand the most successively
Layer, plantation soil layer；
Preferably, described infiltration ditch is backfilled with boulder bed or gravel layer or metalling, grating stone the most successively
The bed of material, geotechnique layer of cloth, layer of sand, plantation soil layer；
Preferably, when described infiltration ditch is arranged in road greening leukorrhagia face, above infiltration ditch, greenbelt is less than periphery；
Preferably, when described infiltration ditch is arranged on below footpath, upper surface level is equipped with grid-like cement brick；
Preferably, water-retention well it is provided with between described overfall and storm sewer.
The good effect that this utility model has is, by offering infiltration ditch in footpath or greenbelt, and will infiltration
Pipe port is arranged on bottom infiltration ditch, it is possible to construct on the premise of not destroying road, not affecting traffic, it is possible to decrease construction
Expense, cost-effective；By arranging infiltration ditch in soakaway trench end, it is possible to store certain water yield, the hydrops reducing road surface is deep
Degree；By arranging filter screen on the soakaway trench mouth of pipe or soakaway trench periphery water seepage hole, can prevent the foreign material such as sandstone from entering in pipeline；Logical
Cross and descending stone or sand are set from bottom to top in infiltration ditch, greenbelt or People's Bank of China can be formed on infiltration ditch
Road, had not both affected the appearance or had walked, ensured that the infiltration of rainwater, it is possible to alleviated carriageway and the unrestrained water of Route for pedestrians；Logical
Cross and be arranged above with overfall at infiltration ditch, and make overfall and original rainwater pipeline connection, when in the ditch that seeps water, rainwater overflows,
Passenger flow is in storm sewer, it is possible to prevent rainwater from flowing backward on road；By being provided with storage between overfall and storm sewer
Well, it is possible to by the part in rainwater, is stored in catch-basin, on the one hand can keep around greenbelt in a long time
Soil moisten, it addition, the well water in the water-retention well on road or in greenbelt needs be can draw water from well water green
Change band or sprinkle water on road, effectively utilizing rainwater, reduce and use drinking water, keeping roadside cleaning, empty after reducing vehicle
The phenomenon stirred up a cloud of dust in gas, increases the water absorption in " sponge city "；By utilizing infiltration structure and the construction party of this structure
Method, can alleviate the unrestrained water of road, prevent the disaster that road hydrops the most freely brings, it is achieved the naturally osmotic of rainwater, Natural Circulation, carry
The seepage velocity of high road and infiltration total amount, improve the self-restraint of subsoil water, recover environmental and ecological, reduce improvement cost, and saving is built
Build expense.
Accompanying drawing explanation
Fig. 1 overall vertical cut-away schematic view of the present utility model.
Seep water in Fig. 2 greenbelt the longitudinal sectional drawing in ditch.
Seep water in Fig. 3 footpath the longitudinal sectional drawing in ditch.
Seep water in Fig. 4 footpath the transverse cross-sectional view in ditch.
Fig. 5 seeps water the extruding construction schematic diagram of soakaway trench in ditch.
Label declaration: 1: footpath, 2: slow lane, 3: fast traffic lane, 11-soakaway trench, 12-filter screen, 13-boulder, 14-are little
Stone, 15-sand, 16-planting soil, 17-greenbelt, 18-overfall, the grid-like cement brick of 19-, 20-infiltration ditch, 21-are very heavy
Top, backing plate after backing plate, 23-rod, 24-water seepage hole, 25-before 22-, 31-rammed earth layer, 32-waterproof layer, 33-waterproof pavement,
34-curb grid, 35-curb.
Detailed description of the invention
Referring to Fig. 1-Fig. 5, concrete technical scheme of the present utility model is illustrated.
This utility model is primarily adapted for use in that level of ground water is the highest, under road foundation rammed earth layer water content increase will not be to roadbed
Structural stability brings the road of considerable influence.
The technical solution of the utility model is the infiltration structure of the waterproof road in a kind of road surface, and Fig. 1 is of the present utility model
Overall vertical cut-away schematic view.Wherein 1 is that footpath 1,2 is slow lane, 3 is fast traffic lane, and Fig. 2 is to seep water in ditch in greenbelt
Longitudinal sectional drawing, Fig. 3 is the longitudinal sectional drawing in ditch that seeps water in footpath 1, and Fig. 4 is laterally cuing open in ditch of seeping water in footpath 1
Face figure.What described infiltration structure included that periphery offers water seepage hole 24 is multiple soakaway trench 11, and one end of multiple soakaway trench 11 sets
Being equipped with infiltration ditch 20, the mouth of pipe of multiple soakaway trench 11 and water seepage hole 24 aperture are provided with filter screen 12, and multiple soakaway trench 11 are arranged on
The lower section of road rammed earth layer 31, infiltration ditch 20 is arranged on greenbelt 17 or footpath 1 time, and the soakaway trench 11 bottom infiltration ditch 20 is managed
Mouthful from bottom to top for be backfilled with descending stone or sand 15, wherein, 13 be boulder, 14 be small stone, top layer setting
Have no matter planting soil 16 and greenbelt 17 or cement brick, infiltration ditch 20 are arranged on greening or footpath 1, ditch 20 side of seeping water
All connecting with driveway roadside, infiltration ditch 20 water inlet height, less than roadside water inlet height, infiltration ditch 20 is provided with overflow
Mouth 18, overfall 18 connects with storm sewer；
Preferably, described soakaway trench 11 is cast iron, rigid plastics, steel pipe or pipe of cement, the soakaway trench 11 1 less than 10cm
End is wedge structure；
Preferably, described roadside water inlet is breach or grid curb 35；
Preferably, described infiltration ditch 20 is backfilled with being equipped with boulder bed, permeable building block layer, planting soil the most successively
16 layers；
Preferably, described infiltration ditch 20 is backfilled with the most successively be equipped with gravel layer or boulder bed, graded broken stone
Layer, coarse sands layer, planting soil 16 layers；
Described infiltration ditch 20 is backfilled with the most successively be equipped with boulder bed or gravel layer or metalling, grating
Stone layer, geotechnique layer of cloth, layer of sand, plantation soil layer 16 layers；
Preferably, water-retention well it is provided with between described overfall and storm sewer；
Preferably, when described infiltration ditch 20 is arranged on greenbelt 17 in road, arrange between described overfall and storm sewer
There is water-retention well.Infiltration ditch 20 greenbelt 17 above is less than periphery；
Preferably, when described infiltration ditch 20 is arranged in footpath 1, upper surface level is equipped with grid-like cement brick 19,
When infiltration ditch 20 is located in footpath 1 by driveway one lateral edges, curb uses grid curb.People's Bank of China is located at by infiltration ditch 20
Planting soil 16 and greenbelt 17 is not set time on road 1.
With reference to Fig. 4, being respectively the hydrops on rammed earth layer 31, waterproof layer 32, waterproof pavement 33 on pipeline can be from
The grid 34 of curb 35 flows to seep water in ditch 20.
The remodeling method of the waterproof road in road surface is as follows:
(1) drilling on inclined surface equipment is utilized, from footpath 1 or middle greenbelt 17 or both sides to road central bore,
Then lower horizontal or inclination at road rammed earth layer 31 are inserted many soakaway trench 11 and arrange infiltration in soakaway trench 11 port
Ditch；Or first at footpath 1 or middle greenbelt 17 on one side or both sides excavation infiltration ditch 20, Fig. 5 is soakaway trench in infiltration ditch
Extruding construction schematic diagram, utilize hydraulic jack 21 to head into multistage soakaway trench 11 to road direction successively at bottom of trench, in order to protect
Pillar road is respectively arranged with backing plate before and after jack 21, wherein, 22 is front backing plate, 23 is backing plate after roller rod, 25-；As
Really soakaway trench 11 is the pipe that diameter is less than 10cm, can be processed into end in the soil that wedge structure is squeezed into below road surface, Fig. 5's
In embodiment, first it is first to punch, then utilizes jack by cement pipe top to road schematic below in hole；
(2) in the infiltration ditch 20 of soakaway trench 11 end of greenbelt 17 or footpath 1, soakaway trench 11 end arranges filter screen
12, backfill descending stone or sand 15 the most successively in infiltration ditch 20；
(3) overfall 18 is set at infiltration ditch 20 periphery, makes to connect between overfall 18 and storm sewer, described overfall
And it is provided with water-retention well between storm sewer, it is ensured that overfall 18 height that infiltration ditch 20 periphery is arranged is higher than storm sewer entrance
Height；
(4) make to connect between infiltration ditch 20 and breach or the grid curb 35 in roadside, if infiltration ditch 20 is arranged on green
Changing on band 17, top layer lays planting soil 16 and greenbelt 17, if infiltration ditch 20 is arranged in footpath 1, at infiltration ditch 20
On be horizontally disposed with grid-like cement brick 19.
By offering infiltration ditch 20 in footpath 1 or greenbelt 17, and soakaway trench 11 port is arranged on infiltration ditch 20
Bottom, it is possible to construct on the premise of not destroying road, not affecting traffic, it is possible to decrease operating expenses, cost-effective；Pass through
Infiltration ditch 20 is set at pipe end, it is possible to store certain water yield, reduces the depth of accumulated water on road surface, facilitate traffic；By
On soakaway trench 11 mouth of pipe or soakaway trench 11 periphery water seepage hole 24, filter screen 12 is set, can prevent the foreign material such as sandstone from entering in pipeline；Logical
Cross and descending stone or sand 15 are set from bottom to top in infiltration ditch 20, greenbelt 17 can be formed on infiltration ditch 20
Or footpath 1, both do not affected the appearance or walked, ensured that the infiltration of rainwater, it is possible to alleviated carriageway and footpath 1 tunnel
Unrestrained water；By being arranged above with overfall 18 at infiltration ditch 20, overfall 18 is made to connect with rain pipe same, when rainwater in infiltration ditch 20
During spilling, can flow in storm sewer, it is possible to prevent rainwater from flowing backward on road；By setting between overfall and storm sewer
It is equipped with water-retention well, it is possible to by the part in rainwater, is stored in catch-basin, on the one hand can keep greening in a long time
Soil around band moistens, it addition, the well water in the water-retention well on road or in greenbelt is can to draw water from well at needs
Pouring greenbelt or watering on road, effectively utilize rainwater, reduce and use drinking water, roadside can be kept to clean, reduce car
The phenomenon stirred up a cloud of dust in air after, increases the water absorption in " sponge city "；By utilizing the infiltration structure of this structure
And construction method, the unrestrained water of road can be alleviated, prevent the disaster that road hydrops the most freely brings, it is achieved the naturally osmotic of rainwater, from
So circulation, improves seepage velocity and the infiltration total amount of road, improves the self-restraint of subsoil water, reduce improvement cost, save cost of construction
With.
Claims (9)
1. the infiltration structure of the waterproof road in road surface, it is characterised in that: described infiltration structure includes that periphery offers infiltration
Hole is multiple soakaway trench, and one end of multiple soakaway trench is provided with infiltration ditch, and the mouth of pipe and the water seepage hole aperture of multiple soakaway trench set
Being equipped with filter screen, multiple soakaway trench are arranged on the lower section of road rammed earth layer, and infiltration ditch is arranged under greenbelt or footpath, soakaway trench
Mouth is arranged on bottom pipe infiltration ditch, and infiltration ditch is backfilled with descending stone or sand from bottom to top, and top layer is provided with plantation
Soil and greenbelt or cement brick, infiltration ditch communicates with driveway road surface edge, and infiltration ditch water inlet height is less than roadside water inlet
Open height, infiltration ditch is provided with overfall, and overfall connects with storm sewer.
The infiltration structure of the waterproof road in a kind of road surface the most according to claim 1, it is characterised in that: described soakaway trench is
Cast iron, rigid plastics, steel pipe or pipe of cement, the soakaway trench one end less than 10cm is wedge structure.
The infiltration structure of the waterproof road in a kind of road surface the most according to claim 1, it is characterised in that: described roadside intakes
Mouth is breach or grid curb.
The infiltration structure of the waterproof road in a kind of road surface the most according to claim 1, it is characterised in that: in described infiltration ditch
It is backfilled with boulder bed, permeable building block layer, plantation soil layer the most successively.
The infiltration structure of the waterproof road in a kind of road surface the most according to claim 1, it is characterised in that: in described infiltration ditch
It is backfilled with gravel layer or boulder bed, graded broken stone layer, coarse sands layer, plantation soil layer the most successively.
The infiltration structure of the waterproof road in a kind of road surface the most according to claim 1, it is characterised in that: in described infiltration ditch
It is backfilled with boulder bed or gravel layer or metalling, grating stone layer, geotechnique layer of cloth, layer of sand, plantation soil layer the most successively.
The infiltration structure of the waterproof road in a kind of road surface the most according to claim 1, it is characterised in that: described infiltration ditch
When being arranged in road greening leukorrhagia face, above infiltration ditch, greenbelt is less than periphery.
The infiltration structure of the waterproof road in a kind of road surface the most according to claim 1, it is characterised in that: described infiltration ditch
When being arranged on below footpath, upper surface level is equipped with grid-like cement brick.
The infiltration structure of the waterproof road in a kind of road surface the most according to claim 1, it is characterised in that: described overfall with
Water-retention well it is provided with between storm sewer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620068454.7U CN205529776U (en) | 2016-01-25 | 2016-01-25 | Infiltration structure of waterproof road in road surface |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620068454.7U CN205529776U (en) | 2016-01-25 | 2016-01-25 | Infiltration structure of waterproof road in road surface |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205529776U true CN205529776U (en) | 2016-08-31 |
Family
ID=56768214
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620068454.7U Withdrawn - After Issue CN205529776U (en) | 2016-01-25 | 2016-01-25 | Infiltration structure of waterproof road in road surface |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205529776U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105507113A (en) * | 2016-01-25 | 2016-04-20 | 安阳师范学院 | Water seepage structure of road with waterproof road surface and transformation method |
| CN109457792A (en) * | 2018-11-08 | 2019-03-12 | 安阳师范学院 | A kind of garden rainwater-collecting treatment facilities |
-
2016
- 2016-01-25 CN CN201620068454.7U patent/CN205529776U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105507113A (en) * | 2016-01-25 | 2016-04-20 | 安阳师范学院 | Water seepage structure of road with waterproof road surface and transformation method |
| CN109457792A (en) * | 2018-11-08 | 2019-03-12 | 安阳师范学院 | A kind of garden rainwater-collecting treatment facilities |
| CN109457792B (en) * | 2018-11-08 | 2024-02-27 | 安阳师范学院 | Courtyard rainwater collection and purification structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20160831 Effective date of abandoning: 20180518 |