CN209227320U - A kind of permeable tile work pavement structure that solid cement concrete layer is set - Google Patents
A kind of permeable tile work pavement structure that solid cement concrete layer is set Download PDFInfo
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- CN209227320U CN209227320U CN201821608817.7U CN201821608817U CN209227320U CN 209227320 U CN209227320 U CN 209227320U CN 201821608817 U CN201821608817 U CN 201821608817U CN 209227320 U CN209227320 U CN 209227320U
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Abstract
The utility model relates to a kind of permeable tile work pavement structures that solid cement concrete layer is arranged, the pavement structure successively includes permeable tile work surface layer, coarse sand screed-coat, solid cement concrete layer and graded broken stone layer from top to bottom, the graded broken stone layer is laid on soil matrix, and the drilling being evenly arranged is equipped in the solid cement concrete layer.Compared with prior art, the utility model is designed reasonably, structure is simple, and by the way that solid cement concrete layer is arranged, when construction can be used as temporary construction work surface, guarantees that the water permeability of the permeable tile work layer of surface layer is unaffected；Through hole can also be bored when surface construction, rubble is filled, to infiltrate rainwater infiltration；Overall structure takes into account intensity, the permeable requirement with construction technology.
Description
Technical field
The utility model relates to pavement structure technical fields, and in particular to a kind of that the permeable of solid cement concrete layer is arranged
Tile work pavement structure.
Background technique
With popularizing for sponge city, people are more and more stronger for the consciousness of porous pavement.Permeable tile work road surface is as one
The effective sponge facility of kind, is chiefly used in pavement, walking street, garden path etc. without motor vehicle load road, and have light-duty
The regions such as road, square, the parking lot of load requirement, traditional permeable tile work pavement structure are mostly surface layer, (screed-coat), rubble
Base, original state soil matrix layer structure, wherein surface layer function be infiltration rainwater, crushed rock base course function be water storage, original state soil matrix is just
In draining；Although meeting the demand of pervious function, due in road structure graded broken stone base it is weak and less in
Heavy-load road is applied.Few certain applications are excessively paid attention to mechanics and are held in the permeable tile work road surface in middle heavily loaded region, Chang Yinwei
The promotion of loading capability, leads to the reduction of itself water permeability, once there is rainstorm weather, it is easy to there is ponding, influences pedestrian
With traffic.In addition, permeable pavement construction technology is simple and crude at this stage, surface layer is often blocked by rubble dust in work progress, thoroughly
Aqueous to can significantly reduce, these problems affect the application of the technology to a certain extent.
Utility model content
The purpose of this utility model is exactly to overcome the problems of the above-mentioned prior art and providing one kind can take into account
Intensity, the permeable permeable tile work pavement structure with the setting solid cement concrete layer of construction technology.
The purpose of this utility model can be achieved through the following technical solutions: a kind of setting solid cement concrete layer
Permeable tile work pavement structure, the pavement structure are successively mixed including permeable tile work surface layer, coarse sand screed-coat, solid cement from top to bottom
Solidifying soil layer and graded broken stone layer, the graded broken stone layer are laid on soil matrix, are equipped in the solid cement concrete layer equal
The drilling of even arrangement.
The utility model patent at the top of crushed rock base course by being arranged solid cement concrete layer, on the one hand since itself is strong
Degree is higher with modulus, can effectively share more load, reduces rubble weak floor carrying load and corresponding deformation；Another party
Face provides more smooth plane for superstructure, convenient for construction.In addition, the permeable tile work pavement structure is also close-graded cement
Road surface changes permeable pavement road surface and provides a kind of practical and low in cost, construction is simple modification scheme.
Preferably, the solid cement concrete layer is close-graded cement stabilizing concrete, and construction period can be used as road
The temporary pavement material layer of vehicle pass-through, utmostly to prevent Construction traffic and road cement from blocking permeable pavement structure surface
Permeable " channel ".The traffic total amount of its thickness foundation construction period is within the scope of 12 to 20cm, according to lot of experimental data table
Bright, compression strength is greater than or equal to 20MPa, flexural tensile strength is not less than 2.5MPa；Through hole can be bored when surface construction so as to saturating
Water, for pore size control 5 to 10cm, excessive will affect can reduce this layer of bearing capacity, too small, should not fill rubble, influence to mat formation
There is weak spot in layer flatness；The rubble that nominal particle diameter is 1-2cm is filled in hole, the spacing of wells is not less than 3 with apart from roadside
Times aperture, spacing is smaller to generate the damage such as through crack.
Preferably, the thickness of the graded broken stone layer within the scope of 20 to 40cm, porosity 40%, partial size 2 to
5cm。
Preferably, the soil matrix is the native compacted lift of element, and the soil compaction degree of the native compacted lift of element is 93% or so.
Preferably, the screed-coat is coarse sands layer, and the thickness of the coarse sands layer is within the scope of 2 to 3cm and ballast grain sizes exist
Within the scope of 0.5 to 1cm.
Preferably, brick road face includes the muti-piece high intensity tile work mutually spliced, adjacent two blocks of high-intensitive tile works it
Between have 1 to 2cm permeable gap, the compression strength of the high intensity tile work is greater than or equal to 50MPa and flexural strength is not less than
5Mpa。
Preferably, the mutual composed pattern of tile work can be divided into three classes according to structural behaviour difference, herringbone pattern, parquets pattern
With running bond pattern.
Compared with prior art, the beneficial effects of the utility model are embodied in: the permeable tile work pavement structure, and design is closed
Reason, structure are simple.By the way that solid cement concrete layer is arranged, the bearing capacity on road surface is significantly improved, while as construction period
The current temporary pavement material layer of road vehicle, utmostly to prevent Construction traffic and road cement from blocking permeable pavement structure
Permeable " channel " on surface；And when last paved surface layer of material, it can punch on it, under allowing the rainwater of infiltration to continue
It seeps, guarantees enough rain penetration abilities, road surface not ponding, in below smooth discharge to road surface and surrounding greenery patches.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the graph of pore diameter distribution of the utility model solid cement concrete layer；
Fig. 3 is that permeable tile work surface layer is mated formation form schematic diagram in embodiment 1；
Fig. 4 is the form schematic diagram of mating formation of parquets pattern；
Fig. 5 is the form schematic diagram of mating formation of running bond pattern.
Wherein, 1 is permeable tile work surface layer, and 2 be coarse sand screed-coat, and 3 be solid cement concrete layer；4 be graded broken stone layer,
5 be anti-filter geotextiles, and 6 be soil matrix, and 7 be drilling, and 8 be high-intensitive floor tile, and 9 be permeable gap.
Specific embodiment
It elaborates below to the embodiments of the present invention, the present embodiment before being with technical solutions of the utility model
It puts and is implemented, the detailed implementation method and specific operation process are given, but the protection scope of the utility model is unlimited
In following embodiments.
Embodiment 1
A kind of permeable tile work pavement structure that solid cement concrete layer is set, as shown in Figure 1, broken including soil matrix 6, gradation
Rock layers 4, solid cement concrete layer 3 and permeable tile work surface layer 1, are equipped with anti-filter geotextiles between soil matrix 6 and graded broken stone layer 4
5, coarse sand screed-coat 2 is equipped between permeable tile work surface layer and solid cement concrete layer 3, permeable tile work surface layer 1 is layed in coarse sand
On screed-coat 2.
Specifically, solid cement concrete layer 3 is layed on graded broken stone layer 4.Tile work road surface 1 is more including mutually splicing
Block high intensity tile work has 1 to 2cm permeable gap 9 between adjacent two blocks of high-intensitive tile works, and the compression strength of high-intensitive tile work is big
In or be equal to 50MPa and flexural strength and be not less than 5Mpa, as shown in figure 3, the figure that high-intensitive floor tile 8 mutually splices in the present embodiment
Case is herringbone pattern；As needed, the pattern that high-intensitive floor tile 8 mutually splices can also be parquets pattern (as shown in Figure 4)
With running bond pattern (as shown in Figure 5).
Solid cement concrete layer 3 is close-graded cement concrete, and the traffic total amount of thickness foundation construction period is 12
To 20cm, compression strength is greater than or equal to 20MPa, flexural tensile strength is not less than 2.5MPa.The thickness of graded broken stone layer 4 exists
Within the scope of 20 to 40cm, porosity 40%, partial size be 2 to 5cm.Soil matrix 6 is the native compacted lift of element, the soil matrix of element soil compacted lift 6
It is pressed in 93% or so.The thickness of coarse sand screed-coat 2 is within the scope of 2 to 3cm and ballast grain sizes are within the scope of 0.5 to 1cm.
As shown in Fig. 2, drilling 7 can be arranged on solid cement concrete layer 3 when construction, aperture is filled 5 to 10cm
Rubble, the spacing of wells are not less than 3 times of apertures with apart from roadside.
Claims (10)
1. a kind of permeable tile work pavement structure that solid cement concrete layer is arranged, which is characterized in that the pavement structure is from upper past
Under successively include permeable tile work surface layer, coarse sand screed-coat, solid cement concrete layer and graded broken stone layer, the graded broken stone
Layer is laid on soil matrix, and the drilling being evenly arranged is equipped in the solid cement concrete layer.
2. a kind of permeable tile work pavement structure that solid cement concrete layer is arranged according to claim 1, feature exist
In the material of the solid cement concrete layer is close-graded cement stabilizing concrete, the solid cement concrete layer
With a thickness of 12~20cm.
3. a kind of permeable tile work pavement structure that solid cement concrete layer is arranged according to claim 1 or 2, feature
It is, the drilling runs through solid cement concrete layer, and the aperture of the drilling is 5~10cm, and the hole of two neighboring drilling
The heart fills rubble in the drilling away from 3 times of boring apertures are not less than.
4. a kind of permeable tile work pavement structure that solid cement concrete layer is arranged according to claim 1, feature exist
In the permeable tile work surface layer is spliced by the high-intensitive floor tile of muti-piece rectangle, is set between adjacent two pieces high-intensitive floor tiles
There is 1~2cm permeable gap.
5. a kind of permeable tile work pavement structure that solid cement concrete layer is arranged according to claim 4, feature exist
In the laying shape of the high intensity floor tile is in herringbone pattern, parquets pattern or running bond pattern.
6. a kind of permeable tile work pavement structure that solid cement concrete layer is arranged according to claim 5, feature exist
In the laying shape of the high intensity floor tile is in herringbone pattern.
7. a kind of permeable tile work pavement structure that solid cement concrete layer is arranged according to claim 1, feature exist
In, the coarse sand screed-coat uses partial size for the rubble of 0.5~1cm, the coarse sand screed-coat with a thickness of 2~3cm.
8. a kind of permeable tile work pavement structure that solid cement concrete layer is arranged according to claim 1, feature exist
In, the graded broken stone layer uses partial size for the rubble of 2~5cm, and the porosity of the graded broken stone layer is 35%~50%,
The graded broken stone layer with a thickness of 20~40cm.
9. a kind of permeable tile work pavement structure that solid cement concrete layer is arranged according to claim 1, feature exist
In equipped with anti-filter geotextiles between the graded broken stone layer and soil matrix.
10. a kind of permeable tile work pavement structure that solid cement concrete layer is arranged according to claim 1, feature exist
In the soil compaction degree is 90%~95%.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821608817.7U CN209227320U (en) | 2018-09-30 | 2018-09-30 | A kind of permeable tile work pavement structure that solid cement concrete layer is set |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821608817.7U CN209227320U (en) | 2018-09-30 | 2018-09-30 | A kind of permeable tile work pavement structure that solid cement concrete layer is set |
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| CN209227320U true CN209227320U (en) | 2019-08-09 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110853483A (en) * | 2019-11-05 | 2020-02-28 | 西安科技大学 | Sponge city infiltration road function demonstration model |
| CN110880270A (en) * | 2019-11-05 | 2020-03-13 | 西安科技大学 | Sponge city brick function demonstration model of mating formation that permeates water |
| CN114592396A (en) * | 2022-03-14 | 2022-06-07 | 济南四建集团建材有限责任公司 | Rapid permeable pavement |
-
2018
- 2018-09-30 CN CN201821608817.7U patent/CN209227320U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110853483A (en) * | 2019-11-05 | 2020-02-28 | 西安科技大学 | Sponge city infiltration road function demonstration model |
| CN110880270A (en) * | 2019-11-05 | 2020-03-13 | 西安科技大学 | Sponge city brick function demonstration model of mating formation that permeates water |
| CN114592396A (en) * | 2022-03-14 | 2022-06-07 | 济南四建集团建材有限责任公司 | Rapid permeable pavement |
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