CN208055802U - A kind of row oozes mating type road structure - Google Patents
A kind of row oozes mating type road structure Download PDFInfo
- Publication number
- CN208055802U CN208055802U CN201820249503.6U CN201820249503U CN208055802U CN 208055802 U CN208055802 U CN 208055802U CN 201820249503 U CN201820249503 U CN 201820249503U CN 208055802 U CN208055802 U CN 208055802U
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- Prior art keywords
- matrix
- soakaway trench
- gutter
- gravel layer
- mating type
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Abstract
The utility model discloses a kind of rows to ooze mating type road structure, including road surface and it is arranged in the gutter of road surface both sides, rain perforaled strainer is provided on gutter, road surface includes the first matrix and the second matrix, and the second matrix is set to the lower section of the first matrix, gravel layer and soil horizon are disposed with below the first matrix, second matrix is set to the both sides of gravel layer, the soakaway trench for infiltration is provided in gravel layer, soakaway trench is connected to setting with gutter, water seepage hole is offered on soakaway trench.The cooperation of soakaway trench and gravel layer contributes to bleeding back for rainwater in the utility model；The design of geotextiles, which helps to reduce in construction, flows into the mortar of gravel layer, and then reduces filling of the mortar to hole in gravel layer.
Description
Technical field
The utility model is related to field of road construction, more particularly to a kind of row oozes mating type road structure.
Background technology
Traditional road and square paving structure by base, face layer and bed course form, be both needed to site operation machinery into
Row base knead dough layer is paved, rolls, is paved, and site operation program is more, and the operation sequence of each process is complicated, it is maximum the disadvantage is that
It is waterproof, airtight, be not easy to carry out earth's surface heat exchange.
Traditional drainage pattern is the gutter for having water to be discharged into city planting ductwork or roadside as early as possible, and the function in gutter is main
It is draining, cannot catchment utilization.Chinese metropolitan situation at present is universal water shortage, and level of ground water is generally relatively low, to be solved
Certainly the problem of is to bleed back rainwater.
Utility model content
The purpose of this utility model is to provide a kind of row and oozes mating type road structure, has the advantages that bleed back convenient for rainwater.
The above-mentioned technical purpose of the utility model technical scheme is that：
A kind of row oozes mating type road structure, including road surface and is arranged on the gutter of road surface both sides, the gutter
It is provided with rain perforaled strainer, the road surface includes the first matrix and the second matrix, and second matrix is set to the lower section of the first matrix,
Gravel layer and soil horizon are disposed with below first matrix, second matrix is set to the both sides of gravel layer, the gravel
The soakaway trench for infiltration is provided in rock layers, the soakaway trench is connected to setting with gutter, offers and ooze on the soakaway trench
Water hole.
Using above-mentioned technical proposal, the ponding on road is flowed into from rain perforaled strainer in gutter, and a part is arranged with gutter
It walks, a part flows into the soakaway trench being connected to gutter, is then leaked out from water seepage hole, realizes the combination of draining and infiltration.
In leakage to gravel layer, the hole in gravel layer is more, and the water of the leakage in water seepage hole is penetrated into hole in soil horizon, realizes rain
Water is bled back, and is conducive to mitigate displacement, and contribute to recharge of groundwater, is conducive to the benign development of ecological environment.
Further preferably：The soakaway trench is symmetrical arranged, and the soakaway trench is from one end close to gutter to gravel layer
Inner inclination is down-set, and the vertical section of the soakaway trench is V-arrangement.
Using above-mentioned technical proposal, inclined design makes rainwater be more easy to flow into gravel layer, helps to increase bleeding back into soil
Rainwater in earth layer.
Further preferably：The water seepage hole is set to side of the soakaway trench towards soil horizon.
Using above-mentioned technical proposal, under the effect of gravity, more conducively the rainwater flowed into soakaway trench is bled back to soil horizon
It is interior, and help to reduce the ponding in soakaway trench.
Further preferably：The soakaway trench be equipped with it is a plurality of, a plurality of soakaway trench is equally spaced.
Using above-mentioned technical proposal, soakaway trench is uniformly distributed in below road, is made under the infiltration to road of rainwater evenly
In the soil horizon of side, it is conducive to the more rainwater of soil absorption.
Further preferably：The minimum diameter of gravel is more than the aperture of water seepage hole in the gravel layer.
Using above-mentioned technical proposal, help to reduce the probability that gravel blocks water seepage hole, help to reinforce rainwater bleed back to
Efficiency in soil horizon.
Further preferably：The one end of the soakaway trench towards gutter is provided with filter screen.
Using above-mentioned technical proposal, filter screen is filtered the rainwater for flowing into soakaway trench, helps to reduce into Infiltration water
The impurity of pipe thereby reduces probability of the rain impurities in water to the hole plug that seeps water.
Further preferably：The filter screen is tilted towards to one end backwards to gutter from one end close to gutter and divides into
It sets.
Using above-mentioned technical proposal, inclined design contributes to the contact area for increasing rainwater and filter screen, and then reinforces
The filter effect of filter screen further reduced the probability of rain impurities in water to the hole plug that seeps water.
Further preferably：It is equipped with geotextiles between first matrix and gravel layer.
Using above-mentioned technical proposal, during road construction, when pouring into a mould the first matrix, the design of geotextiles helps
Contribute to bleeding back for rainwater in reducing the mortar for flowing into gravel layer to reduce filling of the mortar to hole in gravel layer.
In conclusion the utility model has the advantages that：
1, the cooperation of soakaway trench and gravel layer contributes to bleeding back for rainwater；
2, the design of geotextiles, which helps to reduce in construction, flows into the mortar of gravel layer, and then reduces mortar to gravel layer
The filling of middle hole.
Description of the drawings
Fig. 1 is the cross-sectional view of embodiment 1；
Fig. 2 is the partial structural diagram of embodiment 1, basically illustrates the structure of soakaway trench and water seepage hole.
In figure, 1, gutter；2, the first matrix；3, the second matrix；4, rain perforaled strainer；5, gravel layer；6, geotextiles；7, native
Earth layer；8, soakaway trench；9, water seepage hole；10, filter screen.
Specific implementation mode
The utility model is described in further detail below in conjunction with attached drawing.
Embodiment 1：A kind of row oozes mating type road structure, as shown in Figure 1, including road surface and the row in road surface both sides is arranged
Ditch 1.Road surface includes the first matrix 2 and the second matrix 3, and the second matrix 3 is set to the lower section of the first matrix 2, and the second matrix 3 is symmetrical
It is arranged in the both sides of the first matrix 2, the end face of the second matrix 3 is connect with the first matrix 2, and the vertical section of the second matrix 3 is L
Shape.It is provided with rain perforaled strainer 4 on gutter 1, the rainwater on road is made to be discharged into gutter 1 with rain perforaled strainer 4.
Referring to Fig.1, the lower section of the first matrix 2 is additionally provided with gravel layer 5, and the second matrix 3 is set to the both sides of gravel layer 5.The
Geotextiles 6 are equipped between one matrix 2 and gravel layer 5, during the first matrix 2 is poured into a mould, help to reduce flowing into gravel
The mortar of layer 5, the lowermost end of the second matrix 3 are flushed with the lowermost end of gravel layer 5, and the lower section of the second matrix 3 and gravel layer 5 is soil
Earth layer 7, soil horizon 7 are natural big ground soil.
Referring to Fig.1, soakaway trench 8 is provided in gravel layer 5, soakaway trench 8 is equipped with a plurality of, a plurality of soakaway trench 8 in gravel layer 5
It is equally spaced.Soakaway trench 8 passes through the second matrix 3, the outer wall of soakaway trench 8 to be fixedly connected with the second matrix 3, soakaway trench 8 and draining
The connection setting of ditch 1, the both ends of soakaway trench 8 are connected to the gutter of road surface both sides 1 respectively, and soakaway trench 8 is pipe.Soakaway trench 8 is right
Claim setting, soakaway trench 8 is down-set to 5 inner inclination of gravel layer from one end close to gutter 1, and the vertical of soakaway trench 8 is made to cut
Face is V-arrangement, and more conducively the water in gutter 1 is discharged into soakaway trench 8.
Referring to Fig.1, side of the soakaway trench 8 towards soil horizon 7 offers water seepage hole 9（In conjunction with Fig. 2）, water seepage hole 9（In conjunction with figure
2）For circular hole, water seepage hole 9（In conjunction with Fig. 2）It is uniformly clouded in the bottom end of soakaway trench 8.Water seepage hole 9（In conjunction with Fig. 2）Aperture be less than gravel
The minimum grain size of gravel in rock layers 5 helps to weaken gravel to water seepage hole 9（In conjunction with Fig. 2）Blocking, more conducively rainwater penetrate into soil
In earth layer 7.The one end of soakaway trench 8 towards gutter 1 is provided with filter screen 10, plays filtering and enters the rainwater for flowing into soakaway trench 8
Effect, filter screen 10 is arranged diagonally downward from one end close to gutter 1 to one end backwards to gutter 1.
Working condition：It is well placed soakaway trench 8, pours into a mould the second matrix 3, after the solidification of the second matrix 3, soakaway trench 8 is fixed, and is laid with
Good gravel layer 5, then geotextiles 6 are laid with the top with gravel layer 5, pour into a mould the first matrix 2.After the construction of road is completed, rain
After water flows into gutter 1, a part of rainwater is drained with gutter 1, and another part rainwater flows into soakaway trench 8, is leaked from water seepage hole 9
Into in gravel layer 5, is penetrated into soil horizon 7 with the hole between 5 cobble-stone of gravel layer, realize bleeding back for rainwater, contribute to ground
The supplement of lower water.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can as needed make the present embodiment the modification of not creative contribution after reading this specification, but
As long as within the protection scope of the present utility model all protected by Patent Law.
Claims (8)
1. a kind of row oozes mating type road structure, including road surface and it is arranged in the gutter of road surface both sides（1）, the gutter
（1）On be provided with rain perforaled strainer（4）, which is characterized in that the road surface includes the first matrix（2）With the second matrix（3）, described
Two matrixes（3）Set on the first matrix（2）Lower section, first matrix（2）Lower section is disposed with gravel layer（5）And soil horizon
（7）, second matrix（3）Set on gravel layer（5）Both sides, the gravel layer（5）Inside it is provided with the soakaway trench for infiltration
（8）, the soakaway trench（8）With gutter（1）Connection setting, the soakaway trench（8）On offer water seepage hole（9）.
2. a kind of row according to claim 1 oozes mating type road structure, which is characterized in that the soakaway trench（8）Symmetrically
Setting, the soakaway trench（8）From close to gutter（1）One end to gravel layer（5）Inner inclination is down-set, the soakaway trench
（8）Vertical section be V-arrangement.
3. a kind of row according to claim 2 oozes mating type road structure, which is characterized in that the water seepage hole（9）It is set to
Soakaway trench（8）Towards soil horizon（7）Side.
4. a kind of row according to claim 3 oozes mating type road structure, which is characterized in that the soakaway trench（8）It is equipped with
It is a plurality of, a plurality of soakaway trench（8）It is equally spaced.
5. a kind of row according to claim 4 oozes mating type road structure, which is characterized in that the gravel layer（5）Interior gravel
The minimum diameter of stone is more than water seepage hole（9）Aperture.
6. a kind of row according to claim 1 oozes mating type road structure, which is characterized in that the soakaway trench（8）Towards
Gutter（1）One end be provided with filter screen（10）.
7. a kind of row according to claim 6 oozes mating type road structure, which is characterized in that the filter screen（10）From by
Nearly gutter（1）One end to backwards to gutter（1）One end be arranged diagonally downward.
8. a kind of row according to claim 1 oozes mating type road structure, which is characterized in that first matrix（2）With
Gravel layer（5）Between be equipped with geotextiles（6）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820249503.6U CN208055802U (en) | 2018-02-11 | 2018-02-11 | A kind of row oozes mating type road structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820249503.6U CN208055802U (en) | 2018-02-11 | 2018-02-11 | A kind of row oozes mating type road structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208055802U true CN208055802U (en) | 2018-11-06 |
Family
ID=63992679
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820249503.6U Expired - Fee Related CN208055802U (en) | 2018-02-11 | 2018-02-11 | A kind of row oozes mating type road structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208055802U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109469181A (en) * | 2018-11-08 | 2019-03-15 | 江苏永通市政园林建设有限公司 | A kind of sponge urban rainwater collection system |
| CN109680576A (en) * | 2019-01-24 | 2019-04-26 | 浙江大学建筑设计研究院有限公司 | A kind of hard road with modified permeable structure |
| CN113006236A (en) * | 2021-03-16 | 2021-06-22 | 浙江壹禾唐市政景观工程有限公司 | Sponge city system and preparation method thereof |
| CN113529522A (en) * | 2021-07-24 | 2021-10-22 | 深圳市中弘建设工程有限公司 | Road structure and construction method thereof |
-
2018
- 2018-02-11 CN CN201820249503.6U patent/CN208055802U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109469181A (en) * | 2018-11-08 | 2019-03-15 | 江苏永通市政园林建设有限公司 | A kind of sponge urban rainwater collection system |
| CN109680576A (en) * | 2019-01-24 | 2019-04-26 | 浙江大学建筑设计研究院有限公司 | A kind of hard road with modified permeable structure |
| CN113006236A (en) * | 2021-03-16 | 2021-06-22 | 浙江壹禾唐市政景观工程有限公司 | Sponge city system and preparation method thereof |
| CN113529522A (en) * | 2021-07-24 | 2021-10-22 | 深圳市中弘建设工程有限公司 | Road structure and construction method thereof |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181106 Termination date: 20210211 |