CN113026465A - Siphon water-permeable brick and paving method thereof - Google Patents
Siphon water-permeable brick and paving method thereof Download PDFInfo
- Publication number
- CN113026465A CN113026465A CN202110321247.3A CN202110321247A CN113026465A CN 113026465 A CN113026465 A CN 113026465A CN 202110321247 A CN202110321247 A CN 202110321247A CN 113026465 A CN113026465 A CN 113026465A
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- siphon
- brick
- water
- permeable
- brick body
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C5/00—Pavings made of prefabricated single units
- E01C5/04—Pavings made of prefabricated single units made of bricks
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
- E01C11/225—Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
Abstract
The invention discloses a siphon water permeable brick and a paving method thereof, belonging to the field of brick production process. The siphon formula brick body of permeating water forms the siphon space of permeating water when the concatenation, and the siphon space of permeating water forms great water storage space under the infiltration clearance, alleviates the water conservancy diversion pressure of brick body lower floor on the one hand, and on the other hand accelerates the velocity of flow of clearance department permeate liquid through the siphon principle. In addition, as for the siphon water-permeable brick body, under the condition of realizing the design of the integrated brick, the siphon water-permeable space can also be used as a buffer space when being subjected to external force, so that the external pressure resistance of the brick body is further improved, and the problems of poor external pressure resistance and reduced flow conductivity of the composite brick body in the related technology can be solved through the siphon water-permeable brick body designed by the invention.
Description
Technical Field
The embodiment of the invention relates to the field of brick production processes, in particular to a siphon water-permeable brick and a paving method thereof.
Background
Under the condition of meeting the basic paving requirement, the user gradually requires the paving effect and the paving scene adaptability. If carry out the colour and the pattern design of the brick body according to the ground of mating formation, if again for fastness and multi-functional adoption composite construction's brick body when strengthening the mating formation is mated formation to satisfy different customer demands.
For the brick body with a composite structure, the multifunctional requirements of sound insulation, heat insulation and the like are realized by preparing a multilayer structure, such as a sound insulation layer, a heat insulation layer, a decorative layer, a brick body layer and the like; in addition, for paving the bricks on the building layer, the firmness is emphasized more, and therefore the composite structure is designed by adopting constant thickness, clamping hooks and the like, so that the hardness of the bricks and the firmness of connection among the bricks are realized.
However, although the composite structure meets the requirements of appearance and hardness, the overall external pressure resistance of the composite structure is reduced due to the layering, and the composite brick body is easy to break and reduce in flow conductivity under severe natural conditions, for example, rainwater is absorbed by the brick body part to cause the expansion of the brick body, and further the connection between the bricks is influenced.
Disclosure of Invention
The embodiment of the invention provides a siphon water-permeable brick body and a paving method thereof, which can solve the problems of poor external pressure resistance and reduced flow conductivity of a composite brick body in the related technology. The technical scheme is as follows.
On the one hand, a siphon formula brick body of permeating water is provided, siphon formula brick body of permeating water includes: the brick body comprises an upper brick surface, a lower brick surface and four side brick surfaces;
each side brick surface is provided with a seam-remaining ridge position and a side-cutting space, the seam-remaining ridge position is used for forming a permeation gap when the siphon permeable bricks are spliced, and the side-cutting space is used for forming a water storage space when the siphon permeable bricks are spliced;
siphon formula brick body of permeating water is adjacent under the concatenation condition siphon permeates water formula brick body and forms the siphon in the concatenation position and permeates water the space, the siphon permeate water the space by infiltration clearance and the combination of water storage space between the siphon permeates water formula brick body form, wherein, the siphon permeate water the space and is used for carrying out the velocity of flow to the osmotic liquid with higher speed.
In another aspect, a siphon water permeable brick paving method is provided, the method is suitable for a siphon water permeable brick as described above, and the method includes:
paving a sand-gravel cushion layer on a soil layer, wherein the thickness of the sand-gravel cushion layer is determined according to the type of a road;
paving a sand gravel layer for guiding flow on the sand gravel cushion layer, wherein the thickness of the sand gravel layer for guiding flow is lower than that of the sand gravel cushion layer;
paving the siphon water-permeable brick bodies on the flow guiding gravel layer, wherein siphon water-permeable spaces are formed at the splicing positions of the adjacent siphon water-permeable brick bodies;
filling medium coarse sand at the siphon water permeable space from top to bottom;
and carrying out compaction operation on the paved road.
The invention has the following beneficial effects:
in the embodiment of the invention, the siphon water permeable space forms a larger water storage space under the permeation gap, so that the flow guide pressure of the lower layer of the brick body is relieved on one hand, and the flow rate of the permeation liquid at the gap is accelerated by the siphon principle on the other hand. In addition, as for the siphon water-permeable brick body, under the condition of realizing the design of the integrated brick, the siphon water-permeable space can also be used as a buffer space when being subjected to external force, so that the external pressure resistance of the brick body is further improved, and the problems of poor external pressure resistance and reduced flow conductivity of the composite brick body in the related technology can be solved through the siphon water-permeable brick body designed by the invention.
Drawings
FIG. 1 is a schematic structural view of a siphon water permeable brick provided by an exemplary embodiment of the present invention;
FIG. 2 is a schematic view showing the paving of siphon water permeable bricks according to an exemplary embodiment of the present invention;
FIG. 3 is a schematic structural view of a siphon water permeable brick according to another exemplary embodiment of the present invention;
FIG. 4 is a schematic flow chart illustrating a siphon water permeable brick paving method according to an exemplary embodiment of the present invention;
fig. 5 is a schematic flow chart of a siphon water permeable brick paving method according to another exemplary embodiment of the present invention.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, embodiments of the present invention will be described in detail with reference to the accompanying drawings.
Reference herein to "a plurality" means two or more. "and/or" describes the association relationship of the associated objects, meaning that there may be three relationships, e.g., a and/or B, which may mean: a exists alone, A and B exist simultaneously, and B exists alone. The character "/" generally indicates that the former and latter associated objects are in an "or" relationship.
Example 1
Referring to fig. 1, a schematic structural diagram of a siphon water permeable brick according to an exemplary embodiment of the present invention is shown.
As shown in fig. 1, the siphon water permeable brick comprises a brick body 100, the brick body 100 comprises an upper brick surface 101, a lower brick surface 102 and four side brick surfaces 103, wherein the lower brick surface 102 and the rest of the side brick surfaces 103 are not all indicated with all numbers in the figure due to shielding reasons.
As shown in fig. 1, each side tile surface 103 is provided with a seam allowance 104 and a side cut space 110.
As shown in the paving front view of fig. 2, the seam ridge 104 is used for forming a penetration gap 105 when the siphon permeable brick bodies are spliced; as shown in the paving side view of fig. 2, the side cut space 110 is used for forming the water storage space 106 when the siphon water permeable bricks are spliced.
Further, as shown in fig. 2, the siphon permeable bricks form siphon permeable spaces at the splicing positions of the adjacent siphon permeable bricks under the splicing condition, and the siphon permeable spaces are formed by combining the permeable gaps 105 between the siphon permeable bricks and the water storage spaces 106, wherein the siphon permeable spaces are used for accelerating the flow rate of the permeable liquid.
For siphon permeable space, the adjacent siphon permeable brick bodies leave gaps at the splicing positions through the seam ridge positions 104, the gaps are filled with medium and coarse sand with better water permeability, and then the side cutting space 110 of the brick body self structure forms a permeable space according with the siphon principle, namely the siphon permeable space. Finally, the diverted liquid can flow into the stratum to participate in water circulation of the nature, or flow into a recovery processing end of a municipal water supply and drainage system, and the method is not limited in this respect.
In summary, in the embodiment of the invention, the siphon permeable space forms a larger water storage space under the permeation gap, so that the flow guide pressure of the lower layer of the brick body is relieved, and the flow rate of the permeation liquid at the gap is accelerated by the siphon principle. In addition, as for the siphon water-permeable brick body, under the condition of realizing the design of the integrated brick, the siphon water-permeable space can also be used as a buffer space when being subjected to external force, so that the external pressure resistance of the brick body is further improved, and the problems of poor external pressure resistance and reduced flow conductivity of the composite brick body in the related technology can be solved through the siphon water-permeable brick body designed by the invention.
Example 2
Referring to fig. 3, a schematic structural view of a siphon water permeable brick according to another exemplary embodiment of the present invention is shown.
In the schematic structural view shown in fig. 1, the permeable siphon brick is further described with reference to fig. 3, the side-cut space 110 is a triangular prism structure, and the side-cut space 110 includes a first side 111, a second side 112, a third side 113, an upper bottom 114 and a lower bottom 115.
The first side 111 of the side cutting space 110 is vertical to the upper brick surface 101, the second side 112 of the side cutting space 110 is positioned on the same plane with the lower brick surface 102, the third side 113 of the side cutting space 110 is an inclined surface, and the first side 111 is vertical to the second side 112.
In addition, in the embodiment of the invention, brick body materials are also defined. Wherein, go up brick face 101, lower brick face 102 and each side brick face 103 and make with micro-molecular structure's diamond dust granule and cement, form interlocking when diamond dust granule and cement mix and seal thick liquid structure in order to form waterproof top layer, waterproof top layer under this interlocking seal thick liquid structure has not only realized siphon water permeable brick's waterproof function, has also guaranteed siphon water permeable brick's hardness.
It should be noted that, in the related art, the water permeability of the brick body is improved to achieve the diversion effect, however, the service life of the brick body is also shortened, the water permeable brick body is increasingly blocked and loses the water permeable function due to the impurities in the liquid such as rain sewage, and the water permeable brick body is designed to have lower hardness based on the cavity. In the embodiment of the invention, the brick body is made of waterproof materials, the hardness of the brick body is further improved through the interlocking slurry sealing structure, in addition, water seepage is carried out through a gap reserved during paving, the flow guiding speed is accelerated through a siphon water-permeable space formed by the reserved seam ridge positions, and a certain storage function is formed to replace a method for manufacturing the brick body into a water-permeable type.
Further, as shown in fig. 3, the side cut space 110 is small at the top and large at the bottom, and the siphon water permeable space forms a splayed space under the condition of splicing the siphon water permeable brick bodies (see fig. 2). In the above description, the side-cut space 110 is a triangular prism structure, but in the embodiment of the present invention, the side-cut space 110 is small at the top and large at the bottom, that is, a first included angle formed by the first side surface 111 and the third side surface 113, and a second included angle formed by the second side surface 112 and the third side surface 113, wherein the first included angle is smaller than the second included angle, so that the side-cut space 110 is small at the top and large at the bottom.
And because the upper part and the lower part of the side cutting space 110 are large, the angle formed by the third side surface 113 and the lower brick surface 102 is larger than the angle formed when the upper part and the lower part of the side cutting space 110 are large, therefore, the larger the formed obtuse angle is, the stronger the external pressure resistance is, namely, the higher the strength and the hardness of the brick body are.
The side cut space 110 may be a partial side cut of the side tile surface 103 or may be a cutting space of the entire side surface.
Optionally, the seam remaining ridge positions 104 are of a semi-cylindrical structure, in each figure, the number of the seam remaining ridge positions 104 is only schematically shown, the number of the seam remaining ridge positions 104 is not limited in the invention, and the design interval of the seam remaining ridge positions 104 needs to meet the requirement that the seam remaining ridge positions 104 are staggered when the bricks are spliced.
In fig. 3, a schematic view of the middle surface of the siphon water permeable brick body after being cut is also shown, and the feature that the side cutting space 110 is a triangular prism structure can be better seen through the schematic view of the middle surface.
Example 3
Referring to fig. 4, fig. 4 is a schematic flow chart illustrating a siphon water permeable brick paving method according to an exemplary embodiment of the present invention, the method including:
Wherein, the hardness requirement of different road types to the road surface is different, for example, the required hardness of the pedestrian road is lower than that of the lane road surface. Thus, in the embodiment of the present invention, the thickness of the sand-gravel cushion is determined according to the road type.
The soil layer is the bottommost foundation, and can be a soil layer for artificial landfill or a soil layer formed under natural conditions.
In one possible implementation, step 401 may be divided as follows.
The method comprises the steps of firstly, determining the target thickness of the sand-gravel cushion layer according to the current road type.
And secondly, paving a sand and gravel cushion layer on the soil layer according to the target thickness.
And 402, paving a flow guiding sand gravel layer on the sand gravel cushion layer, wherein the thickness of the flow guiding sand gravel layer is less than that of the sand gravel cushion layer.
Because the thickness of husky rubble bed course is according to the road type decision, thickness is big more, and hardness is stronger, from this, if directly mat formation siphon water-permeable brick body on husky rubble bed course, the too big husky rubble bed course of hardness can directly influence the water conservancy diversion nature of siphon water-permeable brick body. Therefore, in the embodiment of the invention, a flow guiding gravel layer is further paved between the gravel sand cushion layer and the siphon water permeable brick body, namely the flow guiding gravel sand layer is paved on the gravel sand cushion layer, wherein in order to realize the flow conductivity of the bottom of the siphon water permeable brick body, the thickness of the flow guiding gravel sand layer is lower than that of the gravel sand cushion layer, and the density of the flow guiding gravel sand layer is also lower than that of the gravel sand cushion layer.
And step 403, paving siphon permeable bricks on the diversion sand gravel layer, wherein siphon permeable spaces are formed at the splicing positions of the adjacent siphon permeable bricks.
And step 404, filling medium coarse sand at the siphon permeable space from top to bottom.
In order to improve the conductivity of the siphon permeable space inside the brick body, medium coarse sand is filled in the gaps of the brick body (namely the siphon permeable space) from top to bottom, and the permeation liquid is quickly guided and stored, wherein the medium coarse sand has the particle size of 25-40 mm.
And 405, compacting the paved road.
Finally, after the paving is finished, the paved road is compacted.
In the embodiment of the invention, the paving mode of the siphon water-permeable brick body in the embodiment is described, the brick body with the integrated structure realizes the waterproof function, and the quick flow guide is realized by combining the layering paving mode, so that the flow guide efficiency of the siphon water-permeable space is fully ensured; in addition, the thickness of the sand gravel cushion is determined according to the road type, so that the flow guide efficiency under different road types is ensured, and the interference of external factors is reduced.
Example 4
In order to further improve the flow conductivity of the siphon water permeable brick during paving, as shown in fig. 5, before step 401, the method may further include the following steps.
Wherein, brick compressive property is confirmed according to brick hardness and the deformation degree when atress of siphon permeable type brick.
The hardness of the brick body of the siphon permeable brick body depends on the material and the structure of the brick body, the deformation degree under stress not only depends on the material of the brick body, but also depends on the target radius of the seam leaving edge position, and the paving distance between the brick bodies is also determined by the target radius of the seam leaving edge position. If the paving distance is tight, the brick body deforms and displaces under external pressure, but external force offsets each other based on the tight paving distance, so that the overall compression resistance is improved; if the interval of mating formation is great, then the displacement degree grow, and the external force that can offset each other reduces, is unfavorable for improving compressive property on the contrary, and from this, brick compressive property is confirmed according to the brick hardness of siphon water permeable formula brick and the deformation degree when atress.
In addition, the target radius is determined according to infiltration volume and brick body compressive property, the infiltration volume is based on the rainfall condition or the drainage condition decision in current region, if, the great road of infiltration volume, the target radius is less, then the interval of mating formation is less, then water conservancy diversion efficiency is lower, can't satisfy the drainage demand of great infiltration volume, if again the less road of infiltration volume, if target radius reasonable in design (not on the large side), then can improve the compactness of mating formation as far as when adapting to the infiltration volume, and then improved the anti external pressure ability between the brick body.
In the embodiment of the invention, the radius of the seam-remained ridge is controlled, so that the flow guiding property of the siphon water-permeable brick during paving is further improved, and the adaptability to the environment is improved.
The above-mentioned serial numbers of the embodiments of the present invention are merely for description and do not represent the merits of the embodiments. The invention is not to be considered as limited to the particular embodiments shown and described, but is to be understood that various modifications, equivalents, improvements and the like can be made without departing from the spirit and scope of the invention.
Claims (8)
1. The utility model provides a siphon permeable type brick body which characterized in that, siphon permeable type brick body includes: the brick body comprises an upper brick surface, a lower brick surface and four side brick surfaces;
each side brick surface is provided with a seam-remaining ridge position and a side-cutting space, the seam-remaining ridge position is used for forming a permeation gap when the siphon permeable bricks are spliced, and the side-cutting space is used for forming a water storage space when the siphon permeable bricks are spliced;
siphon formula brick body of permeating water is adjacent under the concatenation condition siphon permeates water formula brick body and forms the siphon in the concatenation position and permeates water the space, the siphon permeate water the space by infiltration clearance and the combination of water storage space between the siphon permeates water formula brick body form, wherein, the siphon permeate water the space and is used for carrying out the velocity of flow to the osmotic liquid with higher speed.
2. The permeable siphon brick of claim 1, wherein the lateral cutting space is a triangular prism structure, and comprises a first side surface, a second side surface, a third side surface, an upper bottom surface and a lower bottom surface;
the first side surface of the side cutting space is perpendicular to the upper brick surface, the second side surface of the side cutting space is located on the same plane with the lower brick surface, the third side surface between the side cutting spaces is an inclined surface, and the first side surface is perpendicular to the second side surface.
3. The siphon water permeable brick as claimed in claim 1, wherein the upper brick surface, the lower brick surface and the side brick surfaces are made of carborundum particles with micro-molecular structure and cement, and the carborundum particles and the cement form an interlocking slurry sealing structure when mixed.
4. The siphon water permeable brick according to claim 1, wherein the water storage space is small at the top and large at the bottom, and the siphon water permeable space is a splayed space when the siphon water permeable brick is spliced.
5. The permeable siphon brick of any one of claims 1 to 4, wherein the seam ridges are semi-cylindrical.
6. A siphon water permeable brick paving method, which is suitable for a siphon water permeable brick of any one of the above claims 1 to 5, and comprises:
paving a sand-gravel cushion layer on a soil layer, wherein the thickness of the sand-gravel cushion layer is determined according to the type of a road;
paving a sand gravel layer for guiding flow on the sand gravel cushion layer, wherein the thickness of the sand gravel layer for guiding flow is lower than that of the sand gravel cushion layer;
paving the siphon water-permeable brick bodies on the flow guiding gravel layer, wherein siphon water-permeable spaces are formed at the splicing positions of the adjacent siphon water-permeable brick bodies;
filling medium coarse sand at the siphon water permeable space from top to bottom;
and carrying out compaction operation on the paved road.
7. The method of claim 6, wherein said spreading a sand gravel mat over a soil layer comprises:
determining the target thickness of the sand gravel cushion layer according to the current road type;
and paving the sand-gravel cushion layer on the soil layer according to the target thickness.
8. The method according to claim 6 or 7, characterized in that the method further comprises:
determining the target radius of the seam-remained ridge position according to the water seepage amount and the brick body compression resistance characteristic, wherein the brick body compression resistance characteristic is determined according to the brick body hardness of the siphon water-permeable brick body and the deformation degree of the siphon water-permeable brick body under stress;
and preparing the seam-remained ridge position of the siphon water-permeable brick body according to the target radius.
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| CN202110321247.3A CN113026465A (en) | 2021-03-25 | 2021-03-25 | Siphon water-permeable brick and paving method thereof |
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| CN202110321247.3A CN113026465A (en) | 2021-03-25 | 2021-03-25 | Siphon water-permeable brick and paving method thereof |
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| US20060056912A1 (en) * | 2004-09-13 | 2006-03-16 | Anchor Wall Systems, Inc. | Concrete pavers layable in a herringbone pattern |
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| CN108425298A (en) * | 2018-05-12 | 2018-08-21 | 昆山通海建材科技有限公司 | Assembled interlocks gap porous pavement system and its construction method |
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2021
- 2021-03-25 CN CN202110321247.3A patent/CN113026465A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1348033A (en) * | 2000-11-28 | 2002-05-08 | 郑弘� | Color pavement tile of emery |
| US20060056912A1 (en) * | 2004-09-13 | 2006-03-16 | Anchor Wall Systems, Inc. | Concrete pavers layable in a herringbone pattern |
| CN105544336A (en) * | 2015-12-30 | 2016-05-04 | 昆山通海建材科技有限公司 | Gap water-permeable brick set and ecological water-permeable pavement formed by brick set in paving manner |
| CN107226648A (en) * | 2016-03-23 | 2017-10-03 | 李国刚 | A kind of diamond dust mine tailing composite sand base ecological permeable bricks and preparation method thereof |
| CN206143577U (en) * | 2016-08-30 | 2017-05-03 | 杭州滨江区市政园林工程有限公司 | Ecological garden view road that permeates water |
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Application publication date: 20210625 |