CN215252068U - Colored sponge concrete ground of high water permeability antiskid - Google Patents
Colored sponge concrete ground of high water permeability antiskid Download PDFInfo
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- CN215252068U CN215252068U CN202121537045.4U CN202121537045U CN215252068U CN 215252068 U CN215252068 U CN 215252068U CN 202121537045 U CN202121537045 U CN 202121537045U CN 215252068 U CN215252068 U CN 215252068U
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 73
- 239000004567 concrete Substances 0.000 title claims abstract description 55
- 230000035699 permeability Effects 0.000 title claims abstract description 20
- 239000012466 permeate Substances 0.000 claims abstract description 24
- 239000002689 soil Substances 0.000 claims abstract description 14
- 239000004744 fabric Substances 0.000 claims abstract description 8
- 239000011380 pervious concrete Substances 0.000 claims description 15
- 230000003014 reinforcing effect Effects 0.000 claims description 12
- 229910001220 stainless steel Inorganic materials 0.000 claims description 7
- 239000010935 stainless steel Substances 0.000 claims description 7
- 239000004746 geotextile Substances 0.000 claims description 6
- 238000005728 strengthening Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 9
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- 238000009825 accumulation Methods 0.000 description 1
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- 239000004588 polyurethane sealant Substances 0.000 description 1
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- 125000001436 propyl group Chemical group [H]C([*])([H])C([H])([H])C([H])([H])[H] 0.000 description 1
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Abstract
The utility model discloses a colored sponge concrete ground of high water permeability antiskid, including plain soil tamp layer and the concrete basic unit that permeates water, the level is joined in marriage the metalling in marriage laid on the upper portion on plain soil tamp layer, and the geotechnological cloth layer that permeates water has been laid on the upper portion on level and is joined in marriage the metalling, and the upper portion on geotechnological cloth layer that permeates water is provided with the bed course, and the top on bed course is laid to the concrete basic unit that permeates water, and the top of the concrete basic unit that permeates water is provided with colored skid resistant course, the utility model relates to a road surface structure technical field. This colored sponge concrete ground of high water permeability antiskid has guaranteed the strength requirement on high water permeability sponge concrete ground through definite and definite mix proportion and strict construction flow, through pre-buried drainage pipe in plain soil, has guaranteed that the soil layer ground can not receive the destruction of excessive rainwater, causes the road surface structure to destroy, and this method construction is simple, and the method is easy-to-use, has both satisfied concrete construction quality requirement, also satisfies the requirement of permeating water and naturally oozing water, is favorable to ecological environment protection.
Description
Technical Field
The utility model relates to a road surface technical field specifically is a colored sponge concrete ground of high water permeability antiskid.
Background
The pervious concrete, also called porous concrete, sand-free concrete, pervious terrace, is a porous light concrete mixed by aggregate, cement, reinforcing agent and water, it does not contain fine aggregate, coat a thin layer of cement paste on the surface of coarse aggregate and cohere each other to form the cellular structure with evenly distributed pore space, so have ventilative, pervious to water and light in weight characteristics. The pervious concrete is a paving material developed and used by countries such as Europe, America, Japan and the like aiming at the defects of the road surface of the original urban road. The paving material can make rainwater flow into the ground, effectively replenish underground water, relieve some urban environmental problems such as rapid decline of urban underground water level and the like, effectively eliminate harm of oil compounds on the ground and the like to environmental pollution, simultaneously protect the underground water, maintain ecological balance and relieve urban heat island effect. The pervious concrete firstly meets the strength requirement and simultaneously needs to keep a certain through hole to meet the requirement of water permeability, so that the aim of simultaneously ensuring the strength and the porosity is fulfilled by selecting proper raw materials and by a mixing proportion design, a preparation process and additives during preparation.
Pervious concrete utilizes the principle of sand-free concrete. On the basis of meeting the strength requirement and the water permeability requirement of the pervious concrete, different mixing ratios and construction methods are adopted according to the mixing ratio and the common construction method of the existing pervious concrete.
The pervious concrete consists of a cementing agent special for the pervious concrete, broken stones and water; the pervious concrete cementing agent is a special cementing agent, which is a powdery material formed by taking high-strength silicate cement as a base material and adding a plurality of auxiliary agents to increase the strength and the binding power, and inorganic weather-resistant pigment can be added according to the requirements of users, so that pervious concrete surface layers with different colors are formed after the inorganic weather-resistant pigment, broken stones and water are mixed according to a certain proportion; the macadam for the pervious concrete has the technical requirements, and generally adopts high-strength macadam with a second-grade standard; crushed stone particles also have certain requirements; ordinary tap water can be used, and the ordinary unfiltered turbid underground water or used dirty water cannot be used.
The earth's surface of modern cities is mostly covered by reinforced concrete building structures and watertight pavements. Conventional ground surfaces such as pavements are mostly paved with asphalt, concrete, slate and cement bricks, which are called hard pavements. Its advantages are high uniformity and durability; but the biggest defect is that the rainwater is not permeable, the drainage is realized by an underground sewage pipeline, and the rainwater is directly treated as sewage in the rainfall process, so that the rainwater is prevented from supplementing underground water, and the generation of underground water is not facilitated; when raining, the drainage is not smooth, and water flooding is formed at low-lying parts of the terrain due to water accumulation; the water is deposited on the road surface and dissolved into urban pollutants, which affects urban sanitation. Compared with natural soil, the common concrete pavement lacks the capability of permeating rainwater, and then brings a series of environmental problems, so that the ground with unsmooth drainage forms surface water, and the water is inconvenient to traffic and is easy to cause traffic safety accidents. And the hard pavement absorbs the stored heat, so that the average temperature of the ground is increased, and the urban heat island effect is facilitated to be formed.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art, the utility model provides a colored sponge concrete ground of high permeability antiskid has solved in the circumstances of guaranteeing road surface stable in structure, and rainy hydroenergy sees through the concrete, is not in the problem of road surface gathering to and the problem on comprehensive ground such as antiskid, permeate water, crack control, wear-resisting.
In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: the utility model provides a colored sponge concrete ground of high water permeability antiskid, includes plain soil tamp layer and the concrete base layer that permeates water, graded gravel layer has been laid on the upper portion of plain soil tamp layer, the geotechnological cloth layer that permeates water has been laid on the upper portion of graded gravel layer to the upper portion on the geotechnological cloth layer that permeates water is provided with the bed course, the concrete base layer that permeates water lays in the top of bed course, the top of the concrete base layer that permeates water is provided with colored skid resistant course, it is provided with the pipe that permeates water that is used for the drainage between concrete base layer and the bed course to permeate water, the drainage groove has been seted up to the inside of bed course, the notch in drainage groove and the pipe of permeating water are linked together.
Preferably, the cushion layer is provided with a water-permeable through hole, the caliber of the hole of the water-permeable through hole is gradually reduced from the upper surface to the lower surface of the cushion layer, and the hole of the water-permeable through hole positioned on the lower surface of the cushion layer is positioned right above the notch of the drainage groove.
Preferably, a reinforcing hidden beam structure is arranged between the cushion layer and the pervious concrete base layer, the reinforcing hidden beam structure is composed of a cross beam and an oblique beam, and the cross section of the reinforcing hidden beam structure is triangular.
Preferably, the surface of crossbeam and sloping all is provided with the through-hole, the through-hole is provided with a plurality ofly and is equidistance evenly distributed in the surface of crossbeam and sloping.
Preferably, a plurality of stainless steel traction nets are fixedly installed between the permeable geotextile layer and the cushion layer, and the plurality of reinforcing hidden beam structures are connected with the stainless steel traction nets.
Preferably, the colored skid resistant course comprises the frosting layer is whole and anti-skidding check, the frosting layer is whole to be provided with a plurality ofly and be equidistance evenly distributed in the top of concrete base layer that permeates water, anti-skidding check is provided with a plurality ofly and is equidistance evenly distributed in the top of concrete base layer that permeates water, the one end and the holistic surface of frosting layer of anti-skidding check are connected.
Advantageous effects
The utility model provides a colored sponge concrete ground of high water permeability antiskid. Compared with the prior art, the method has the following beneficial effects:
(1) according to the high-water-permeability anti-skidding colored sponge concrete ground, the water permeability and the strength are two key indexes of the pervious concrete ground, and the strength requirement of the high-water-permeability sponge concrete ground is guaranteed through a clear mixing ratio and a strict construction process; the drainage pipeline is pre-buried in the plain soil, so that the soil layer foundation is prevented from being damaged by excessive rainwater to cause the damage of a pavement structure.
(2) This colored sponge concrete ground of high water permeability antiskid through setting up the geotechnological cloth that permeates water, makes the rainwater that naturally infiltrates down obtain prefiltration and purification, and geotechnological cloth construction is simple, and the filtration purifying effect is good, and is with low costs, through the combination of colored skid resistant course and the concrete base that permeates water, adds two propyl polyurethane sealant, high adhesive, concrete protectant, and is wear-resisting, the water permeability is good, has excellent anti-skidding effect.
(3) The high-permeability antiskid colored sponge concrete ground can be widely pushed to use by determining the construction quality requirement and the performance index to be achieved of the high-permeability antiskid sponge concrete.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of the structure of the permeable pipe, the drainage groove and the permeable through hole of the present invention;
FIG. 3 is a schematic view of the structure of the cushion layer of the present invention with a reinforcing hidden beam;
fig. 4 is a schematic view of the color anti-slip layer structure of the present invention.
In the figure: 1. a plain soil ramming layer; 2. grading a crushed stone layer; 3. a permeable geotextile layer; 4. a cushion layer; 5. a pervious concrete base layer; 6. a colored anti-slip layer; 7. a water permeable pipe; 8. a drainage groove; 9. a water permeable through hole; 10. reinforcing the hidden beam structure; 11. a cross beam; 12. an oblique beam; 13. a through hole; 14. stainless steel hauling net; 15. sanding layer integration; 16. and (4) anti-skid check marks.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides a technical solution: a high-permeability anti-slip colorful sponge concrete ground comprises a plain soil compaction layer 1 and a permeable concrete base layer 5, a graded gravel layer 2 is laid on the upper portion of the plain soil compaction layer 1, a permeable geotextile layer 3 is laid on the upper portion of the graded gravel layer 2, a cushion layer 4 is arranged on the upper portion of the permeable geotextile layer 3, the permeable concrete base layer 5 is laid on the top of the cushion layer 4, a colorful anti-slip layer 6 is arranged on the top of the permeable concrete base layer 5, a permeable pipe 7 for draining water is arranged between the permeable concrete base layer 5 and the cushion layer 4, a drainage groove 8 is arranged inside the cushion layer 4, the notch of the drainage groove 8 is communicated with the permeable pipe 7, the upper surface of the permeable concrete base layer 5 is downwards inclined from the middle portion to the two side edges, a permeable through hole 9 is arranged on the cushion layer 4, the aperture of the permeable through hole 9 is gradually reduced from the upper surface to the lower surface of the cushion layer 4, the pore opening of the permeable through hole 9 positioned on the lower surface of the cushion layer 4 is positioned right above the notch of the drainage groove 8, a reinforcing hidden beam structure 10 is arranged between the cushion layer 4 and the permeable concrete base layer 5, the reinforcing hidden beam structure 10 consists of a cross beam 11 and an oblique beam 12, the cross section of the reinforcing hidden beam structure 10 is arranged in a triangle, the surfaces of the cross beam 11 and the oblique beam 12 are both provided with a plurality of through holes 13, the through holes 13 are provided with a plurality of through holes which are uniformly distributed on the surfaces of the cross beam 11 and the oblique beam 12 in an equidistance manner, a stainless steel traction net 14 is fixedly arranged between the permeable geotextile layer 3 and the cushion layer 4, the reinforcing hidden beam structure 10 is provided with a plurality of through holes, the reinforcing hidden beam structures 10 are all connected with the stainless steel traction net 14, the colored anti-skid layer 6 consists of a frosted layer whole 15 and anti-skid check grains 16, the frosted layer whole 15 is provided with a plurality of through holes which are uniformly distributed on the top of the permeable concrete base layer 5 in an equidistance manner, one end of the antiskid lattice 16 is connected to the surface of the sanding layer 15.
And those not described in detail in this specification are well within the skill of those in the art.
During construction, be provided with the pipe 7 of permeating water that is used for the drainage between concrete base 5 and the bed course 4 of permeating water, be provided with first waterproof layer between the outer pipe wall of pipe 7 of permeating water and the contact department of concrete base 5 of permeating water, consider torrential rain season factor, 4 ponding are too much for preventing the bed course, influence the ground, set up special pipe 7 of permeating water in bed course 4 department and carry out the drainage, access to the drainage system on road side, in time get rid of too much rainwater, reach fine drainage effect, the drainage groove 8 that the rethread slope set up, accelerate the speed that 4 rainwater on the bed course was collected, make the rainwater can more direct introduce pipe 7 departments of permeating water, accelerate the flow in the drainage groove 8 like this, make the rainwater more swift flow into pipe 7 of permeating water, thereby avoid 4 too much ponding on the bed course, and in time get rid of excessive rainwater.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a colored sponge concrete ground of high water permeability antiskid, includes plain soil tamp layer (1) and concrete base (5) that permeates water, its characterized in that: graded gravel layer (2) has been laid on the upper portion of plain soil tamped layer (1), the geotechnological cloth layer (3) that permeates water has been laid on the upper portion of graded gravel layer (2) to the upper portion of geotechnological cloth layer (3) that permeates water is provided with bed course (4), the top of bed course (4) is laid in concrete base layer (5) that permeates water, the top of concrete base layer (5) that permeates water is provided with colored skid resistant course (6), be provided with between concrete base layer (5) and the bed course (4) and be used for the pipe (7) of permeating water of drainage, drainage groove (8) have been seted up to the inside of bed course (4), the notch of drainage groove (8) is linked together with the pipe (7) of permeating water.
2. The high water permeability anti-slip colored sponge concrete floor as claimed in claim 1, wherein: the water-permeable cushion is characterized in that the cushion layer (4) is provided with water-permeable through holes (9), the aperture diameters of the water-permeable through holes (9) are gradually reduced from the upper surface to the lower surface of the cushion layer (4), and the apertures of the water-permeable through holes (9) on the lower surface of the cushion layer (4) are positioned right above the notch of the drainage groove (8).
3. The high water permeability anti-slip colored sponge concrete floor as claimed in claim 1, wherein: be provided with between bed course (4) and the pervious concrete basic unit (5) and strengthen hidden beam structure (10), it is provided with a plurality ofly to strengthen hidden beam structure (10), it comprises crossbeam (11) and sloping (12) to strengthen hidden beam structure (10), the cross-section of strengthening hidden beam structure (10) is triangle-shaped and sets up.
4. The high water permeability anti-slip colored sponge concrete floor as claimed in claim 3, wherein: the surface of crossbeam (11) and sloping (12) all is provided with through-hole (13), through-hole (13) are provided with a plurality ofly and are equidistance evenly distributed in the surface of crossbeam (11) and sloping (12).
5. The high water permeability anti-slip colored sponge concrete floor as claimed in claim 3, wherein: a stainless steel traction net (14) is fixedly installed between the permeable geotextile layer (3) and the cushion layer (4), and the plurality of reinforcing hidden beam structures (10) are connected with the stainless steel traction net (14).
6. The high water permeability anti-slip colored sponge concrete floor as claimed in claim 1, wherein: colored skid resistant course (6) comprise dull polish layer whole (15) and anti-skidding check (16), dull polish layer whole (15) are provided with a plurality ofly and are equidistance evenly distributed in the top of concrete basic unit (5) that permeates water, anti-skidding check (16) are provided with a plurality ofly and are equidistance evenly distributed in the top of concrete basic unit (5) that permeates water, the one end of anti-skidding check (16) is connected with the whole (15) surface in dull polish layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121537045.4U CN215252068U (en) | 2021-07-07 | 2021-07-07 | Colored sponge concrete ground of high water permeability antiskid |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121537045.4U CN215252068U (en) | 2021-07-07 | 2021-07-07 | Colored sponge concrete ground of high water permeability antiskid |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215252068U true CN215252068U (en) | 2021-12-21 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121537045.4U Expired - Fee Related CN215252068U (en) | 2021-07-07 | 2021-07-07 | Colored sponge concrete ground of high water permeability antiskid |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215252068U (en) |
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2021
- 2021-07-07 CN CN202121537045.4U patent/CN215252068U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20211221 |