CN206736675U - A kind of cell pavement - Google Patents
A kind of cell pavement Download PDFInfo
- Publication number
- CN206736675U CN206736675U CN201720451728.5U CN201720451728U CN206736675U CN 206736675 U CN206736675 U CN 206736675U CN 201720451728 U CN201720451728 U CN 201720451728U CN 206736675 U CN206736675 U CN 206736675U
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- water
- permeable brick
- fitting
- neck
- surface layer
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Abstract
The utility model discloses a kind of cell pavement, including water-permeable brick surface layer, it is set in turn in pervious concrete layer below water-permeable brick surface layer, crushed rock base course, original soil basic unit, water-permeable brick surface layer includes water-permeable brick and fitting, integrally connected is provided with projection on the upper surface of water-permeable brick, the filling slot for placing fitting is formed between adjacent water-permeable brick, fitting is closely abutted with filling slot, and connector is provided between water-permeable brick and fitting；The internal water storage part offered for water is provided with crushed rock base course, water storage cavity is offered inside water storage part.The utility model, which has, strengthens unitary construction, brick body is linked to be more close entirety, reduces brick body and occurs to tilt, sink equiprobable effect.
Description
Technical field
Town road field is the utility model is related to, more particularly to a kind of cell pavement.
Background technology
Pavement refers to road Zhong Yong road dental calculus or guardrail and what other similar facilities were separated specializes in walk
Part.Pavement is very universal in city, general street Pang Junyou pavements.Pavement is as weight in urban road
One of part wanted, with the fast development in city, it has no longer been the designated lane of walk merely using function,
It has been assigned new intension in urban development, to the dredging of urban transportation, the construction of urban landscape, the underground space profit
All played an important role with the support of, urban public utilities.
The Chinese patent that application publication number is CN106436528A, data of publication of application is on 02 22nd, 2017 discloses one
The permeable, water storage of kind and the pavement pavement structure of draining, including pavement, driveway and the rainwater connected with municipal drainage system
Mouth, in addition to horizontal water-permeable pipe, wherein pavement are provided with water penetration surface layer, permeable regulating course, water penetration basic unit from top to bottom
And loaded filter bed course.
Prior art and life in most people trade in use for some time, because brick face laying construction is not in place
Cause to combine not closely between brick, or basic unit is chronically at rainwater immersion and causes part soil property to be lost in, and can all cause the brick of laying
Situations such as tilting easily occurs, sink, had both influenceed road overall appearance or pedestrian can have been brought inconvenience, particularly rainy day road surface is accumulated
Many rainwater are easily spilt during water, during walking, pedestrian is influenceed and walks experience.
Utility model content
The purpose of this utility model is to provide a kind of cell pavement, has and strengthens unitary construction, brick body is linked to be more
It is closely overall, reduce brick body and occur to tilt, sink equiprobable effect.
Above-mentioned technical purpose of the present utility model technical scheme is that：
A kind of cell pavement, including water-permeable brick surface layer, the pervious concrete being set in turn in below water-permeable brick surface layer
Layer, crushed rock base course, original soil basic unit, the water-permeable brick surface layer include water-permeable brick and fitting, one on the upper surface of the water-permeable brick
Body is connected with projection, the filling slot for placing fitting is formed between the adjacent water-permeable brick, the fitting is with filling out
Fill groove closely to abut, connector is provided between the water-permeable brick and fitting；Inside is provided with the crushed rock base course to open up
There is the water storage part for water, water storage cavity is offered inside the water storage part.
Using said structure, fitting can both use the cast-in-place shaping of water tight concrete, need one-shot forming to be linked to be during construction
It is overall and close with the bonding of lower floor's brick face；Or Prefabricated, by construction plan division dividing joint, a lattice area during laying
Pressing plate is sealed in domain need to be integrated setting and be bonded with lower floor's brick face close.The side wall and bottom of fitting and filling slot are respectively formed
It is close to abut, help to carry mutual extruding is formed to the water-permeable brick of filling slot both sides, make to be formed between adjacent water-permeable brick close
Connection, meanwhile, connector also has position-limiting action to fitting along direction straight up, further improves itself and water-permeable brick
Between globality, and restriction effect is formed on vertically to water-permeable brick.Therefore, fitting makes to be tiled by water-permeable brick and formed
The more preferable stationarity of water-permeable brick surface layer and globality, reduce brick body occur tilt, sink etc. may, reduce pedestrian trip it is general
Rate.Water-permeable brick is polymer fiber concrete permeable brick, and its material is that granite aggregate, high-strength cement and cement polymer increase
Strong agent simultaneously blends polypropylene fibre, compressing after agitated, during the rainy day, helps to meet water and leaks out to permeable coagulation successively downwards
Soil layer, crushed rock base course, original soil basic unit, water storage part upper surface is prefabricated using pervious concrete casting, and other faces are using waterproof
Concreting is prefabricated, contributes to the rainwater of seepage to enter in the water storage cavity of water storage part and is collected and stores, in water storage part
It can be used for plantation green plants etc. in the pervious concrete layer of top, the root system of green plants can pass through the saturating of water storage part upper surface
Water coagulation soil draws moisture needed for growth out of water storage cavity.Therefore, ponding is not easy on the pavement of rainy day, pedestrian is on pavement
During upper walking, phenomena such as dabbling is less prone to, is favorably improved the walking experience of pedestrian.On the other hand, the compacting of original soil basic unit
Degree >=93%, solid foundation is provided for road surface, reduce and uneven settlement of foundation occur so as to the pavement cracking phenomenon triggered, enter
One step strengthens the bearing capacity on pavement.
More preferably：The connector is connecting rod.
Using said structure, one end of connecting rod is inserted in projection, and its other end extends to filling slot, when fitting passes through
Water tight concrete is cast-in-place when being molded in filling slot, and the fitting of formation can be coated substantially more with connecting rod, and then be made
Fitting and water-permeable brick formed it is more firm be connected, further reduce water-permeable brick or fitting generation tilting straight up or under
Sunken possibility.
More preferably：The connector includes spring, the inserted block being connected on spring；Is offered in the projection
One neck, the second neck is offered on the fitting, the spring is arranged at the bottom of the first neck, when fitting and filling
When groove fully abuts, the first neck connects with the second neck, spring stretching, extension, the inserted block be located at the first neck and the second neck it
Between.
Using said structure, spring can be fixed on the bottom of the first neck, insert and fill out when the Prefabricated using fitting
When filling groove, inserted block is compressed into the first neck, so that spring is compressed, when fitting fully abuts with filling slot,
First neck connects with the second neck, and spring stretching, extension, inserted block abuts between the first neck and the second neck so as to reduce
The possibility of the skew on vertical direction occurs between part and water-permeable brick.
More preferably：The connector also includes base, and the spring is arranged on base, the base and first
The inwall of neck closely abuts.
Using said structure, base closely abuts with the inwall of the first neck, adds the stability of base and inserted block,
And then make fitting that there is more preferable globality with permeable piece, reduce indivedual fittings or permeable piece upwarps or sink can
Energy.
More preferably：The upper surface of the fitting is provided with along the arcwall face being recessed straight down.
Using said structure, help to carry out water conservancy diversion to the rainwater on water-permeable brick surface, reduce rainwater on water-permeable brick surface layer
Accumulation.
More preferably：The side of the water-permeable brick surface layer is provided with drainage ditch, and the water-permeable brick surface layer is to the row
The direction of water channel tilts down setting, and the gradient of the water-permeable brick surface layer is 2%-3%.
Using said structure, rainwater can not only run through water-permeable brick and penetrate under water-permeable brick surface layer, and rainwater can also edge
The water-permeable brick surface layer for the gradient with 2%-3% flow to drainage ditch, accelerates the discharge of road surface moisture, and that reduces pavement ponding can
Energy.
More preferably：Horizontal drainage trough and the longitudinal drainage trough that connection is set are offered on the arcwall face, it is described
Horizontal drainage trough connects with drainage ditch.
Using said structure, horizontal drainage trough and longitudinal drainage trough help to guide rainwater and converge, and along
The horizontal drainage trough connected with drainage ditch drains into drainage ditch, helps to reduce the accumulation of rainwater on pavement.
More preferably：The pervious concrete layer thickness is 50-80mm, and the pervious concrete layer is internally provided with
Cellular porosity, the porosity are 15%-25%；The crushed rock base course thickness is 100-200mm.
Using said structure, meet under the water-permeable brick surface layer on water infiltration pavement and reach crushed rock base course rapidly, make pavement
Possesses good ventilative and water permeability.Crushed rock base course can provide hard with pervious concrete layer for the laying of water-permeable brick surface layer
Smooth basal layer, it is not susceptible to, because of the situation of ingredients from lossing in long period of soaking moisture, water-permeable brick brick body occur so as to reduce
The appearance for the situation of sinking.
More preferably：High absorbency material is provided with the water storage cavity of the water storage part.
Using said structure, help to absorb water to the rainwater for penetrating into pervious concrete layer and crushed rock base course from the top down
And collection, help to maintain moisture, the root system of the green plants of plantation can need and therefrom draws water according to own growth, just
In the humidity for maintaining pavement understructure and provide green plants growth essential moisture.
In summary, the utility model has the advantages that：
1. being completely embedded degree between strengthening water-permeable brick, and make water-permeable brick and fitting that there is more preferable globality, no
The skew of vertical direction easily occurs, occurs to tilt, sink equiprobable effect so as to reduce brick body；
2. contributing to the exclusion of rainwater on water-permeable brick surface layer, the possibility of ponding is reduced, is less prone to the phenomenon to dabble, so as to
Improve the walking experience of pedestrian.
Brief description of the drawings
Fig. 1 is the sectional view on cell employment trade in embodiment 1, is mainly used in embodying water-permeable brick surface layer, pervious concrete
Layer, crushed rock base course, original soil basic unit, water storage part, water storage cavity, the structure of drainage ditch；
Fig. 2 is the structural representation on cell employment trade in embodiment 1, is mainly used in embodying water-permeable brick, fitting, transverse direction
The structure of drainage trough, longitudinal drainage trough；
Fig. 3 is the partial sectional view of water-permeable brick surface layer in embodiment 1, be mainly used in embody fitting, projection, filling slot,
Connecting rod, structure；
Fig. 4 is the structural representation on cell employment trade in embodiment 2, is mainly used in embodying spring, inserted block, base, the
The structure of one neck, the second neck；
Fig. 5 is the partial sectional view of water-permeable brick surface layer in embodiment 2, is mainly used in embodying fitting, projection, the first card
The structure of groove, the second neck.
In figure, 1, water-permeable brick surface layer；101st, water-permeable brick；102nd, fitting；2nd, pervious concrete layer；3rd, crushed rock base course；4、
Original soil basic unit；5th, projection；6th, filling slot；8th, water storage part；81st, water storage cavity；91st, connecting rod；92nd, spring；93rd, inserted block；94th, bottom
Seat；10th, the first neck；11st, the second neck；12nd, arcwall face；13rd, drainage ditch；141st, horizontal drainage trough；142nd, longitudinal drainage trough；
15th, high absorbency material；16th, planting groove.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
This specific embodiment is only that it is not to limitation of the present utility model, ability to explanation of the present utility model
Field technique personnel can make the modification of no creative contribution to the present embodiment as needed after this specification is read, but
As long as all protected in right of the present utility model by Patent Law.
Embodiment 1：A kind of cell pavement, as shown in figure 1, including water-permeable brick surface layer 1, pervious concrete from top to bottom
Layer 2, crushed rock base course 3, original soil basic unit 4, wherein, the gradient of water-permeable brick surface layer 1 is 2%-3%, and the thickness of pervious concrete layer 2 is 50-
80mm, it is internally provided with cellular porosity, porosity 15%-25%；And the thickness of crushed rock base course 3 is 100-200mm.In rubble
The water storage part 8 for setting water storage cavity 81 that put rectangular-shape and interior is filled out in basic unit 3, is filled out in water storage cavity 81 and is placed with high water absorption
Property material 15.A planting groove 16 is offered on water-permeable brick surface layer 1（Reference picture 2）, for planting green plants.In people
The side on trade is provided with a drainage ditch 13, its one side and water-permeable brick surface layer 1, pervious concrete layer 2, crushed rock base course 3, original
The junction of soil matrix layer 4 uses water tight concrete uniformly to smear to reach fluid-tight effect.
Reference picture 2, water-permeable brick surface layer 1 include water-permeable brick 101 and fitting 102, wherein, reference picture 3, on water-permeable brick 101
The centre of end face is connected with a square projection 5, and level is inserted with a connection on four sides of projection 5
Part, the connector are connecting rod 91.Filling slot 6 is formed between adjacent water-permeable brick 101, and fitting 102 is using waterproof mixed
The solidifying cast-in-place one-shot forming of soil, it is tightly packed in filling slot 6, and its upper surface is provided with along the arcwall face being recessed straight down
12.With reference to Fig. 2, connected on arcwall face 12 and offer horizontal drainage trough 141 and longitudinal drainage trough 142, and horizontal drainage trough 141
Connected with drainage ditch 13.
When rainfall, a part of rainwater mutually converges along the horizontal drainage trough 141 on porous pavement layer and longitudinal drainage trough 142
It is poly-, and be slightly slanted along guide layer and to pass downwardly through horizontal drainage trough 141 and drain into drainage ditch 13；Another part rainwater penetrates into saturating
Water brick surface layer 1 simultaneously reaches crushed rock base course 3 through pervious concrete layer 2, is then absorbed by the high absorbency material 15 in water storage part 8
Storage, or penetrate into original soil basic unit 4 and reduce underground water, so as to reduce the seeping phenomenon on pavement.And fitting 102 and water-permeable brick
Close abutting is formd between 101, and reduces the possibility that both shift on vertically, and then improves water-permeable brick
The globality of surface layer 1, reduce the possibility that indivedual water-permeable bricks 101 occur tilting or are recessed, so as to be not easy to make accumulation of rainwater sticking up
Rise or recess, and then reduce the probability to be dabbled when pedestrian tramples the rainy day.
Embodiment 2：A kind of cell pavement, is with the difference of embodiment 1, as shown in figure 4, connector includes
Columned base 94, the spring 92 being connected on base 94, the inserted block 93 being connected on the other end of spring 92.In projection 5 four
Equal level offers columned first neck 10, the internal diameter of first neck 10 and the diameter phase of base 94 on individual side
Together.Reference picture 5, fitting 102 are the Prefabricated that is poured out according to the size of filling slot 6, in the side wall of fitting 102 and
Columned second neck 11 is offered with the corresponding section of the first neck 10, the cross-sectional diameter of inserted block 93 is slightly less than the first neck
10 and second neck 11 internal diameter.Base 94 inserts the bottom of the first neck 10 and closely supported with the inside realization of the first neck 10
Connect.
In installation process, water-permeable brick 101 is closely laid, then the horizontal pressing of inserted block 93 is entered in the first neck 10, is made
Spring 92 is deformed upon, and finally fitting 102 is downwardly into filling slot 6 and formed with the inwall of filling slot 6 and bottom and is filled
Divide and abut, now, the first neck 10 connects with the second neck 11, and spring 92 resets and promotes inserted block 93 to move to the first neck 10
Between the second neck 11, realize to inserted block 93 vertically on position-limiting action, so as to add water-permeable brick 101 with supporting
Globality between fitting 102.
Claims (9)
1. a kind of cell pavement, including water-permeable brick surface layer（1）, it is set in turn in water-permeable brick surface layer（1）The permeable of lower section mixes
Solidifying soil layer（2）, crushed rock base course（3）, original soil basic unit（4）, it is characterized in that：The water-permeable brick surface layer（1）Including water-permeable brick（101）With
Fitting（102）, the water-permeable brick（101）Upper surface on integrally connected be provided with projection（5）, the adjacent water-permeable brick
（101）Between formed for placing fitting（102）Filling slot（6）, the fitting（102）With filling slot（6）Closely support
Connect, the water-permeable brick（101）With fitting（102）Between be provided with connector；The crushed rock base course（3）In be provided with inside and open
Provided with the water storage part for water（8）, the water storage part（8）Inside offers water storage cavity（81）.
2. a kind of cell pavement according to claim 1, it is characterized in that：The connector is connecting rod（91）.
3. a kind of cell pavement according to claim 1, it is characterized in that：The connector includes spring（92）, even
It is connected on spring（92）On inserted block（93）；The projection（5）On offer the first neck（10）, the fitting（102）On open
Provided with the second neck（11）, the spring（92）It is arranged at the first neck（10）Bottom, work as fitting（102）With filling slot
（6）When fully abutting, the first neck（10）With the second neck（11）Connection, spring（92）Stretching, extension, the inserted block（93）Positioned at
One neck（10）With the second neck（11）Between.
4. a kind of cell pavement according to claim 3, it is characterized in that：The connector also includes base（94）,
The spring（92）It is arranged at base（94）On, the base（94）With the first neck（10）Inwall closely abut.
5. a kind of cell pavement according to claim 1, it is characterized in that：The fitting（102）Upper surface set
It is equipped with along the arcwall face being recessed straight down（12）.
6. a kind of cell pavement according to claim 5, it is characterized in that：The water-permeable brick surface layer（1）Side set
It is equipped with drainage ditch（13）, the water-permeable brick surface layer（1）To the drainage ditch（13）Direction tilt down setting, the water-permeable brick
Surface layer（1）The gradient be 2%-3%.
7. a kind of cell pavement according to claim 6, it is characterized in that：The arcwall face（12）On offer connection
The horizontal drainage trough of setting（141）With longitudinal drainage trough（142）, the horizontal drainage trough（141）With drainage ditch（13）Connection.
8. a kind of cell pavement according to claim 1, it is characterized in that：The pervious concrete layer（2）Thickness is
50-80mm, the pervious concrete layer（2）Cellular porosity is internally provided with, the porosity is 15%-25%；The rubble
Basic unit（3）Thickness is 100-200mm.
9. a kind of cell pavement according to claim 1, it is characterized in that：The water storage part（8）Water storage cavity
（81）In be provided with high absorbency material（15）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720451728.5U CN206736675U (en) | 2017-04-26 | 2017-04-26 | A kind of cell pavement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720451728.5U CN206736675U (en) | 2017-04-26 | 2017-04-26 | A kind of cell pavement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206736675U true CN206736675U (en) | 2017-12-12 |
Family
ID=60562155
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720451728.5U Expired - Fee Related CN206736675U (en) | 2017-04-26 | 2017-04-26 | A kind of cell pavement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206736675U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109972471A (en) * | 2018-12-21 | 2019-07-05 | 金牛城建集团有限公司 | A kind of permeable road structure for sponge urban construction |
| CN110735372A (en) * | 2018-07-18 | 2020-01-31 | 苏州园林营造产业股份有限公司 | garden road construction method and road structure |
| CN111119001A (en) * | 2019-11-22 | 2020-05-08 | 王海峰 | Water storage type water permeable brick |
| CN113605166A (en) * | 2021-08-09 | 2021-11-05 | 广东旺标建设工程有限公司 | Pressure-resistant pedestrian blind sidewalk and paving method thereof |
-
2017
- 2017-04-26 CN CN201720451728.5U patent/CN206736675U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110735372A (en) * | 2018-07-18 | 2020-01-31 | 苏州园林营造产业股份有限公司 | garden road construction method and road structure |
| CN109972471A (en) * | 2018-12-21 | 2019-07-05 | 金牛城建集团有限公司 | A kind of permeable road structure for sponge urban construction |
| CN111119001A (en) * | 2019-11-22 | 2020-05-08 | 王海峰 | Water storage type water permeable brick |
| CN113605166A (en) * | 2021-08-09 | 2021-11-05 | 广东旺标建设工程有限公司 | Pressure-resistant pedestrian blind sidewalk and paving 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: 20171212 Termination date: 20190426 |