CN211645827U - Asphalt pavement permeable flow guide path flat stone and flow guide path structure - Google Patents

Asphalt pavement permeable flow guide path flat stone and flow guide path structure Download PDF

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CN211645827U
CN211645827U CN201921767099.2U CN201921767099U CN211645827U CN 211645827 U CN211645827 U CN 211645827U CN 201921767099 U CN201921767099 U CN 201921767099U CN 211645827 U CN211645827 U CN 211645827U
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layer
permeable
road
stone
flat stone
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熊荣荣
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Jiangxi Gensen Ecological Materials Co ltd
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Jiangxi Gensen Ecological Materials Co ltd
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    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/30Flood prevention; Flood or storm water management, e.g. using flood barriers

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Abstract

The utility model discloses a bituminous paving water conservancy diversion road flat stone and water conservancy diversion road structure of permeating water. The diversion road flat stone comprises a diversion road flat stone, a tamped soil layer, a sidewalk, a permeable road edge stone and an asphalt pavement layer, wherein the sidewalk, the permeable road edge stone, a asphalt pavement layer and the diversion road flat stone are arranged above the tamped soil layer, the permeable road edge stone is arranged on one side of the sidewalk, one side of the diversion road flat stone is close to the permeable road edge stone, the other side of the diversion road flat stone is connected with the asphalt pavement, the diversion road flat stone is arranged above a sewage drain well ditch, the size of the manufactured permeable diversion road flat stone can be changed according to the specific requirements of road traffic design, the permeable diversion road flat stone is not less than 60MM thick, the bottom layer is diabase and other gravels, the permeable concrete porous structure is adopted, the pavement layer is a cement-based or polymer silica sand micro-porous structure, the compressive strength of the prepared diversion road flat stone is not less than 45 MPa, the flexural strength is not less than. The water seepage and drainage are all-round, and the runoff is far higher than that of the common flat stone.

Description

Asphalt pavement permeable flow guide path flat stone and flow guide path structure
The technical field is as follows:
the utility model relates to a road flat stone brick and the water conservancy diversion way of permeating water especially relates to a bituminous paving water conservancy diversion road flat stone and water conservancy diversion way structure of permeating water.
Background art:
along with the continuous acceleration of the nationwide urbanization process and the continuous expansion of urban construction, the road hardening needs are continuously increased, the urban population is continuously expanded, urban waterlogging frequently occurs after the road traffic pressure is sharply increased, the phenomenon of 'seeing the sea' in cities is caused, great inconvenience is brought to the work and life of people, and some potential safety hazards are generated. From this the construction in sponge city is advocated vigorously in the country, solves the drainage problem of urban rainwater. The road flat stone is a common building material on an asphalt pavement, the common materials are granite materials and cement prefabricated plates which are all waterproof materials, and rainwater flows into a catch basin grate plate along the surface of the road flat stone when heavy rain comes; when the rainfall is too large, rainwater can cause driving danger on the road surface because the rainwater is not drained in time, and meanwhile, a large amount of pavement garbage is flushed into a rainwater well by rainwater to easily cause the deposition and blockage of a drainage system pipe. The appearance of the products of the present situation is not changed when the products of the road surface materials, particularly the road flat stones, are used.
In order to solve the problem of road water accumulation, a large number of single water permeable bricks and preparation methods thereof appear, for example, Chinese patent publication No. CN105924057A entitled "A Water permeable brick and preparation method thereof", which is prepared from specific cement, stone, gelatinizing agent coloring dispersant and water. And the CN106630825A composite permeable brick comprises a surface layer and a bottom layer, wherein the surface layer comprises aggregate, a surface layer binder, a water reducing agent and water, and the bottom layer comprises aggregate sand, cement, dispersible latex powder, a cement alkali inhibitor, a water reducing agent, water and the like. And also CN1067187A cement concrete permeable bricks, permeable pavements and production methods thereof. In the Chinese patent CN103664060A, the aggregate sand stone of the surface layer of the water permeable brick is pre-coated with epoxy resin, and then organic resin is added as a binder to increase the binding property of the material, but the difference exists between the bottom layer and the surface layer by using the method and the raw materials, so that the bottom layer and the surface layer are difficult to bind and mix to form a whole, and meanwhile, the preparation process is long, so that the production cost of the product is increased, and the popularization and the application are difficult.
Therefore, how to provide a practical and low-cost water-permeable road leveling stone and a diversion road formed by the water-permeable road leveling stone, the water-permeable road leveling stone accords with the actual use requirement and has a certain road marking function; is a problem which is urgently needed to be solved at present. The size of the manufactured permeable diversion flat stone can be changed according to the specific requirements of road traffic design, the thickness of the permeable diversion flat stone is generally not less than 60MM, the bottom layer is diabase and the like or other broken stones, the permeable concrete porous structure is adopted, the surface layer is of a cement-based or polymer silica sand micro-porous structure, the large-sized block brick machine is formed by high-pressure and high-frequency vibration pressing, the surface layer is fine in pores, wear-resistant and attractive, large-particle objects can be prevented from entering the bottom layer, the porosity of the surface layer and the bottom layer can reach more than 20%, the water permeability can reach more than 0.2MM/s, the permeable diversion flat stone can be adjusted according to needs, the compressive strength can reach 45 MPa, the bending resistance is 4.0 MPa, the urban vehicle-mounted load is completely met, meanwhile, different colors can be given to the surface layer to serve. Under the extreme condition in the use, when the road plat stone surface is blockked up because the road excessively pollutes to design concave structure and can in time discharge road ponding, do not influence the getting rid of road surface water, only need the high pressure squirt to wash the surface after the fact and can resume most function of permeating water. The common road flat stone is only used for guiding water on the upper plane, and the permeable road flat stone is used for multi-directional water seepage and drainage, and the runoff is far higher than that of the common road flat stone.
The utility model has the following contents:
the utility model provides a bituminous paving water permeable diversion road flat stone and diversion road structure. The water-permeable diversion flat stone comprises a diversion road flat stone, a tamped soil layer, a sidewalk, a water-permeable road edge stone and an asphalt pavement layer, wherein the sidewalk, the water-permeable road edge stone, the asphalt pavement layer and the diversion road edge stone are arranged above the tamped soil layer, the water-permeable road edge stone is arranged on one side of the sidewalk, one side of the diversion road flat stone is close to the water-permeable road edge stone, the other side of the diversion road flat stone is connected with the asphalt pavement, the diversion road flat stone is arranged above a sewage drain well ditch, the size of the manufactured water-permeable diversion flat stone can be changed according to the specific requirements of road traffic design and is generally not less than 60MM, the bottom layer is diabase and the like or other gravels, the water-permeable concrete porous structure is adopted, the pavement layer is set to be a cement-based or polymer. The water seepage and drainage are all-round, and the runoff is far higher than that of the common flat stone.
The utility model discloses the mesh discloses a bituminous paving water conservancy diversion road flat stone that permeates water, including water conservancy diversion road flat stone, it the water conservancy diversion road flat stone is including the bottom of permeating water and locate the wear-resisting surface course on the bottom upper portion of permeating water, wear-resisting surface course surface is colorful colour layer, and the rate of permeating water of bottom and wear-resisting surface course that control permeates water is greater than or equal to 0.2 mm/s.
The permeable bottom layer comprises a bottom main material and a bottom auxiliary material; the bottom layer main material is any two or more of basalt waste, diabase waste, siliceous limestone, granite waste, waste steel slag and fly ash; the grain diameter of the main material of the bottom layer is controlled to be 3-8 mm.
Preferably, the wear-resistant surface layer comprises a surface layer main material and a surface layer auxiliary material, wherein the surface layer main material is 20-40 meshes of basalt waste and diabase waste, or 8-16 meshes of river silica sand and high-strength cement more than silicon 425 #; the surface auxiliary material is prepared by mixing 0.3-0.8 part of high-performance water reducing agent, 0.5-2.2 parts of water-retaining agent, 1-3 parts of VAE emulsion, 1-5 parts of bonding reinforcing agent and 1.2-2.5 parts of inorganic toner pigment.
Further, the bottom auxiliary material is a mixture of 25-36 parts of cement, 2-6 parts of redispersible latex powder, 0.5-0.9 part of water reducing agent and a proper amount of water.
Preferably, the surface of the wear-resistant surface layer is provided with a silica sand surface layer, and the silica sand surface layer is provided with an inorganic toner pigment which is any one or two of iron oxide red, iron oxide yellow and chrome green.
Another object of the present invention is to include the diversion road structure of the bituminous pavement permeable diversion road flat stone, including rammed soil layer, sidewalk, permeable road edge stone and bituminous pavement layer, the sidewalk, permeable road edge stone and asphalt pavement layer, the permeable road edge stone are arranged above the rammed soil layer, the permeable road edge stone is arranged at one side of the sidewalk, one side of the diversion road flat stone is close to the permeable road edge stone, the other side is connected with the bituminous pavement, the diversion road flat stone is arranged above the sewage drain pit, the diversion road flat stone surface layer is provided with a drainage diversion trench, the drainage diversion trench is a concave arc groove structure, and the concave arc groove structure is a V-shaped groove; a waterproof film layer is arranged between the bottom edge of the lower part of the diversion road flat stone and the rammed soil layer.
A bituminous paving permeates water conservancy diversion way flat stone's water conservancy diversion way structure, bituminous paving layer below is equipped with coarse grain pitch layer, emulsified asphalt layer, domination rubble layer in proper order and is the rammed soil layer at last.
Preferably, the surface of the sidewalk is provided with a permeable brick layer, and a gravel impermeable cloth layer, a mortar leveling layer, a permeable concrete layer and a rammed soil layer are sequentially arranged below the bottom surface of the permeable brick layer.
The utility model discloses a bituminous paving water conservancy diversion road flat stone and water conservancy diversion road structure of permeating water. There are technical advantages as follows:
the porous structure arranged on the asphalt pavement layer is easy to emulsify if the accumulated water is too much, so that the strength of the pavement is lost, and the porous road flat stone can discharge the accumulated water of the asphalt body to protect the pavement matrix; the utility model discloses the drainage can be led to the flow path flat stone not only on the surface, and the powerful drainage function of its base member itself greatly increased the runoff of drainage, formed the upper stream in and thoroughly arranged down, has the function of water purification simultaneously, detained the large granule discarded object on the road surface and be convenient for clean, and unlikely to directly rush into rainwater pipe gallery silt volume and jam, this completely accords with the purpose of modern sponge city construction; the common flat stone only conducts flow on the surface, the plane flow conducting effect is poor, and wastes on the surface of a road are easy to be accumulated into a pile to block the rainwater grate plate. Meanwhile, the unique honeycomb-shaped porous structure has a certain water storage function, so that the rainwater retention effect can be achieved, and the burden of a drainage system is reduced;
secondly, the utility model discloses an above-mentioned diversion road flat stone and diversion road structure, it has the effect of brightening the city, and general road flat stone colour is single, and is not big with curbstone colour difference, and is inconspicuous, not pleasing to the eye; moreover, most of the common road flat stones have smooth surfaces and are very unsafe when a vehicle runs to the edge; the surface of the road flat stone silica sand of the utility model uses inorganic pigments such as iron oxide red, iron oxide yellow, chromium green and the like, so that the color can be beautified and brightened, and the effect of warning a driver to run without being too close to the side is achieved, thereby having great significance; when a vehicle runs onto the road flat stone, the porous silica sand structure on the surface of the road flat stone has higher wear resistance and skid resistance, so that the driving safety can be ensured.
Thirdly, the use of the permeable road edge stones of the sidewalk can form a communication system between the retained water of the sidewalk and the rainwater pipe gallery, and the accumulated water of the sidewalk is reduced. The water-permeable dirt-guiding road flat stone realizes the multi-directional relation among a sidewalk, a trunk road and a drainage pipe gallery, becomes an important ring in 'blood vessels' of an urban drainage system, really realizes the concept of sponge urban construction, and has a breathing function; the method conforms to the real national situation of Chinese traffic; the raw materials are wide in source, and the manufacturing process is simple; the bottom layer aggregate can be used for screening single-graded cobblestones of 3-8mm by using basalt and diabase broken stone waste materials for asphalt production, so that the utilization rate of raw ores is improved, and the strength is high; siliceous limestone, fine-grained granite waste, steel mill slag may also be used; the cementing material uses ordinary portland cement No. 425, and auxiliary power plant waste fly ash and steel mill waste mineral powder are singly doped or doubly doped, so that the strength and durability of the building block are improved, the cost is reduced, and the building block is economical and environment-friendly. The surface material can be basalt and diabase waste screened by a single-grain-size machine-made sand with 20-40 meshes, 8-16 meshes and the like, desert aeolian sand, river sand or other high-strength high-silicon machine-made sand can also be used, and the source is wide; the surface layer cementing material uses high-strength cement more than ordinary silicone 425#, an auxiliary high-performance water reducing agent, a water-retaining agent, VAE emulsion, a special bonding reinforcing agent and the like; the toner is inorganic toner, mainly iron oxide, and can ensure color durability. The utility model discloses a product production process equipment is simple, can use general type building block brick machine preparation, also can permeate water the flat stone in the ceramic water-permeable way of production of brick production line production at current pottery.
The technical scheme of the utility model is that the cement silicate water permeable brick system can be made by adopting a ceramic water permeable brick sintering method; secondly, the surface of the road flat stone is of a wave structure or a groove structure; the driving safety is ensured. The utility model discloses the flat stone in water conservancy diversion way of preparation can prevent large granule thing to get into the bottom, makes surface course and bottom porosity reach more than 20%, and the rate of permeating water reaches more than 0.2mm/s to can adjust as required, the compressive strength of the flat stone in simultaneous control water conservancy diversion way is greater than or equal to 45 megapascals, and flexural strength is greater than or equal to 4.0 megapascals, can satisfy the on-vehicle load capacity in city completely.
Description of the drawings:
FIG. 1 is a schematic view of the structure of the water permeable diversion road flat stone of the utility model,
FIG. 2 is a schematic view of a diversion road structure of a asphalt pavement made of diversion road flat stones;
in the figure, 1, a diversion road flat stone, 2, a silica sand wear-resistant surface layer, 3, a permeable bottom layer, 4, a concave arc groove, 5, a drainage sewage guide ditch, 6, a permeable curbstone, 7, a Pe waterproof film layer, 8, a sewage drain well ditch, 9, a rammed soil layer, 10, a gravel impermeable cloth layer, 11, a mortar leveling layer, 12, a permeable concrete layer, 13, a permeable brick, 14, a sidewalk, 15, an asphalt pavement layer, 16, a coarse-grain asphalt layer, 17, an emulsified asphalt layer and 18, a dominant gravel layer.
The specific implementation mode is as follows:
the following will further describe the specific technical solution of the present invention in detail with reference to the accompanying drawings and specific examples, wherein the components are referred to as parts by mass or mass ratio, and the concentrations are mass concentrations.
The utility model discloses a bituminous paving water-permeable diversion road flat stone and diversion road structure, as shown in figure 1, for the utility model discloses a bituminous paving water-permeable diversion road flat stone 1 structure sketch map, diversion road flat stone 1 includes permeable bottom 3 and locates the wear-resisting surface course that permeates the bottom 3 upper portion, this example the wear-resisting surface course is silica sand wear-resisting surface course 3, the surface design of wear-resisting surface course is the silica sand surface course, is equipped with inorganic toner pigment on the silica sand surface course, inorganic pigment is arbitrary or two kinds among iron oxide red, iron oxide yellow, the chromium green; the surface color is the color of iron oxide red, iron oxide yellow or chromium green, or the mixed color of any two colors, and can be prepared and produced according to the market demand.
The water permeability of the permeable bottom layer 3 and the silica sand wear-resistant surface layer 2 is controlled to be more than or equal to 0.2 mm/s. Meanwhile, the silica sand wear-resistant surface layer 2 is designed to be of a concave arc-shaped groove 4 structure, and the concave arc-shaped groove 4 is designed to be of a V-shaped structure;
the material for preparing the permeable bottom layer 3 of the utility model comprises a bottom main material and a bottom auxiliary material; the bottom auxiliary material of the utility model is the mixture of 25-36 cement, 2-6 dispersed latex powder, 0.5-0.9 water reducing agent and a proper amount of water. The bottom layer main material is any two or more of basalt waste, diabase waste, siliceous limestone, granite waste, waste steel slag and fly ash; the grain diameter of the main material of the bottom layer is controlled to be 3-8 mm.
The preparation materials of the wear-resistant surface layer comprise a surface layer main material and a surface layer auxiliary material, wherein the surface layer main material is 20-40 meshes of basalt waste and diabase waste, or 8-16 meshes of river silica sand and high-strength cement more than silicon 425 #; the surface auxiliary material comprises 0.3-0.8 part of high-performance water reducing agent, 0.5-2.2 parts of water retention agent, 1-3 parts of VAE emulsion, 1-5 parts of bonding reinforcing agent and 1.2-2.5 parts of inorganic toner pigment. The material for preparing the diversion road flat stone 1 of the utility model can be obtained by market. The guide road flat stone 1 prepared by the method of the utility model has the following performance detection data as shown in the following table 1,
the detection is based on the requirement of the permeable brick according to the JG/T376-2012 test.
TABLE 1
Data of
Coefficient of water permeability (mm/s) ≥0.22
Compressive strength (Mpa) 50.8
Porosity (%) 20.1
Description of the drawings: from the data that last table 1 detected the utility model discloses the water permeability coefficient of the flat stone of water conservancy diversion road of preparation is high, strengthens greatly than the road flat stone water permeability that current use ordinary stone material preparation, and its compressive strength can reach the road surface pressure-bearing requirement equally simultaneously, utilizes the utility model discloses the water conservancy diversion road of the flat stone preparation of water conservancy diversion road of above-mentioned preparation is permeated water fast equally to the ground surface of can protecting of big limit is not ponding.
As shown in fig. 2, in order to utilize the diversion road structure of the bituminous pavement permeable diversion road flat stone prepared by the diversion road flat stone of the present invention, including rammed soil layer 9, sidewalk 14, permeable road edge stone 6 and bituminous pavement layer 15, the sidewalk 14, the permeable road edge stone 6, the asphalt pavement layer 15 and the diversion road flat stone 1 are arranged above the rammed soil layer 9, the permeable road edge stone 6 is arranged on one side of the sidewalk 14, one side of the diversion road flat stone 1 is close to the permeable road edge stone 6, the other side is connected with the bituminous pavement, the diversion road flat stone 1 is arranged above the sewage drain gully 8, the surface layer of the diversion road flat stone 1 is provided with a drainage diversion gully, the drainage diversion gully is a concave arc groove 4 structure, and the concave arc groove structure is a V-shaped groove; and a waterproof film layer is arranged between the bottom edge of the lower part of the diversion road flat stone 1 and the rammed soil layer, and the waterproof film layer is a PE waterproof film layer 7. And a coarse-grained asphalt layer 16, an emulsified asphalt layer 17, a dominating gravel layer 18 and a rammed soil layer 9 are sequentially arranged below the asphalt pavement layer 15.
The pavement surface is provided with a permeable brick 13 layer, a gravel impermeable cloth layer 10, a mortar leveling layer 11 and a permeable concrete layer 12 are sequentially arranged below the bottom surface of the permeable brick 13 layer, and finally a rammed soil layer 9 is arranged.
The utility model discloses the concave type structure of its surface design's of water conservancy diversion way plat stone 1 exclusive of preparation can in time discharge road ponding, does not influence getting rid of road surface water, only needs the high-pressure squirt to wash the surface after the fact and can resume most function of permeating water. The road flat stone that commonly uses is only the upper plane water conservancy diversion, and the utility model discloses the equal water conservancy diversion of product three-dimensional direction, infiltration drainage, runoff is higher than general water conservancy diversion road flat stone far away.
The technical features of the present invention that are not described in the present application can be realized by or using the prior art, and are not described herein again. Of course, what should be noted is: the above technical solutions disclosed in the present invention are not limited thereto; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some or all of the technical features may be equivalently replaced; such modifications and substitutions do not substantially depart from the scope of the embodiments of the present invention, and are intended to be covered by the claims and the specification.

Claims (4)

1. The asphalt pavement permeable diversion road flat stone comprises a diversion road flat stone and is characterized in that the diversion road flat stone comprises a permeable bottom layer and a wear-resistant surface layer arranged on the upper part of the permeable bottom layer, the surface of the wear-resistant surface layer is a colorful layer, and the permeability of the permeable bottom layer and the wear-resistant surface layer is controlled to be more than or equal to 0.2 mm/s;
the permeable bottom layer comprises a bottom main material and a bottom auxiliary material; controlling the grain diameter of the bottom layer main material to be 3-8 mm;
the wear-resistant surface layer comprises a surface layer main material and a surface layer auxiliary material.
2. A diversion road structure containing the asphalt pavement permeable diversion road flat stone of claim 1, comprising a tamped soil layer, a sidewalk, a permeable road edge stone and an asphalt pavement layer, wherein the sidewalk, the permeable road edge stone, a asphalt pavement layer and the diversion road flat stone are arranged above the tamped soil layer; a waterproof film layer is arranged between the bottom edge of the lower part of the diversion road flat stone and the rammed soil layer.
3. The diversion road structure of claim 2, wherein a coarse asphalt layer, an emulsified asphalt layer, a dominating gravel layer and a tamped soil layer are sequentially arranged below the asphalt road surface layer.
4. The diversion road structure of claim 2, wherein the sidewalk surface is a permeable brick layer, and a gravel impermeable cloth layer, a mortar leveling layer, a permeable concrete layer and a rammed soil layer are sequentially arranged below the bottom surface of the permeable brick layer.
CN201921767099.2U 2019-10-21 2019-10-21 Asphalt pavement permeable flow guide path flat stone and flow guide path structure Active CN211645827U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110761142A (en) * 2019-10-21 2020-02-07 江西亘森生态材料有限公司 Asphalt pavement permeable flow guide path flat stone and flow guide path structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110761142A (en) * 2019-10-21 2020-02-07 江西亘森生态材料有限公司 Asphalt pavement permeable flow guide path flat stone and flow guide path structure

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