CN108342944A - Permeable pavement skeleton and the porous pavement being laid with using the permeable pavement skeleton - Google Patents
Permeable pavement skeleton and the porous pavement being laid with using the permeable pavement skeleton Download PDFInfo
- Publication number
- CN108342944A CN108342944A CN201810424073.1A CN201810424073A CN108342944A CN 108342944 A CN108342944 A CN 108342944A CN 201810424073 A CN201810424073 A CN 201810424073A CN 108342944 A CN108342944 A CN 108342944A
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- China
- Prior art keywords
- face
- brace
- permeable pavement
- cross
- skeleton
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Classifications
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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
- 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 present invention proposes a kind of permeable pavement skeleton and the porous pavement using permeable pavement skeleton laying, permeable pavement skeleton includes a pair of of cross-brace and a pair of of longitudinal bracing, a pair of of cross-brace is mutually parallel, a pair of of longitudinal bracing is mutually parallel, and longitudinal bracing intersects vertically with cross-brace, the both ends of cross-brace and the both ends of longitudinal bracing are respectively provided with joint portion, the part that cross-brace is located between a pair of of longitudinal bracing forms lateral interlude, the part that longitudinal bracing is located between a pair of of cross-brace forms longitudinal interlude, at least one of both lateral interlude and longitudinal interlude are provided with rhone from the bottom up, rhone is mutually aligned.The permeable pavement skeleton and porous pavement have higher permeability rate, and easy for construction, at low cost.
Description
Technical field
The present invention relates to floor file building material field more particularly to a kind of permeable pavement skeleton and use the permeable pavement bone
The porous pavement that frame is laid with.
Background technology
It is hard surface everywhere under traditional urban construction pattern, whenever heavy rain, relies primarily on pipe duct, pumping plant etc.
" grey " facility drains, quickly to exclude to often result in for main planning and design concept with end centralized control and meet rain must
Flood, drought and waterlogging racing.
Existing porous pavement substantially has following two ways:
The first way is concrete to be first laid on roadbed, then punched on concrete layer, finally on concrete layer
Tile work.The hole of concrete layer enables rainwater to infiltrate into underground.This way consuming working hour is longer, and drainage effect is bad.
Second of way is graded broken stone to be first laid on roadbed, then be laid with water-permeable brick on graded broken stone layer.It is this to do
For the porous pavement that method is formed compared with the first, water penetration is more preferable, and most of porous pavement is all made of this way at present.
However, this way still has deficiency.On the one hand, the resource of graded broken stone is very limited, and price is high, permeable being laid with
It is frequently necessary to wait for graded broken stone material arrival when road surface, road surfacing could be carried out, extend duration, and graded broken stone
Price improve the cost of entire road surfacing;On the other hand, the bearing capacity of graded broken stone is little, is laid with it permeable
Road surface is fragile when encountering weight, affects service life.
Invention content
To solve the deficiencies in the prior art, the present invention is intended to provide a kind of permeable pavement skeleton and use the permeable pavement bone
The porous pavement that frame is laid with, with better water penetration, at low cost, and be laid with it is convenient.
In order to achieve the above object, the permeable pavement skeleton of the present invention includes a pair of of cross-brace and a pair of of longitudinal bracing, one
It is mutually parallel to cross-brace, a pair of of longitudinal bracing is mutually parallel, and longitudinal bracing intersects vertically with cross-brace, laterally
The both ends of support and the both ends of longitudinal bracing are respectively provided with joint portion, and cross-brace is located at the part shape between a pair of of longitudinal bracing
At lateral interlude, longitudinal bracing is located at the part between a pair of of cross-brace and forms longitudinal interlude, lateral interlude and vertical
It is provided with rhone from the bottom up at least one of both interludes, rhone is mutually aligned.
Further, the height of cross-brace and the height of longitudinal bracing are equal, and the upper surface of cross-brace is propped up with longitudinal
The upper surface of support is located at same upper plane.
Further, joint portion includes the first face, the second face, third face, and the first face is parallel to the second face, and first
Face protrudes from the second face, and third face connects the first face and the second face, is inclined surface.
Further, left junction portion and right junction portion, in the horizontal, left junction portion is respectively set in the both ends of cross-brace
The first face and right junction portion second in face of neat, the second face of left junction portion and the first of right junction portion is in face of neat, left engagement
The third face in portion is parallel with the third face of right junction portion.
Further, preceding joint portion and rear joint portion is respectively set in the both ends of longitudinal bracing, in the longitudinal direction, preceding joint portion
The first face and rear joint portion second in face of neat, second face at preceding joint portion with the first of rear joint portion in face of neat, preceding engagement
The third face in portion is parallel with the third face at rear joint portion.
Further, mold slots are provided on longitudinal interlude, mold slots extend transversely, and are mutually aligned.
Further, cross-brace and longitudinal bracing constitute " well " font, " mesh " font, " day " font or " returning " word
Shape.
Porous pavement proposed by the present invention includes roadbed, is spliced by permeable pavement skeleton permeable pavement casing play,
Permeable brick layer, permeable pavement casing play are arranged between roadbed and permeable brick layer.
Further, the gap of permeable pavement casing play is filled using rubble.
The present invention replaces the graded broken stone of existing porous pavement using permeable pavement skeleton, saves graded broken stone material,
Greatly reduce the cost for being laid with road surface.Importantly, the permeable pavement skeleton of the present invention has extraordinary water penetration
And bearing capacity, the permeability rate of porous pavement made of its laying is high, service life is long, contributes to Ecological Road and sponge
The construction in city.
Description of the drawings
Below in conjunction with the accompanying drawings the present invention is made further to describe and illustrate.
Fig. 1 is the schematic diagram of the permeable pavement skeleton of preferred embodiment of the invention.
Fig. 2 is the plan view of permeable pavement skeleton in Fig. 1.
Fig. 3 is the schematic diagram that permeable pavement skeleton engages in Fig. 1.
Fig. 4 is the sectional view for the porous pavement being laid with using the permeable pavement skeleton in Fig. 1.
Specific implementation mode
Below in conjunction with attached drawing, by the description to the preferred embodiment of the present invention, more clearly and completely illustrate
Technical scheme of the present invention.
As depicted in figs. 1 and 2, the permeable pavement skeleton of the preferred embodiment of the present invention includes a pair of of cross-brace 1 and one
To longitudinal bracing 2.A pair of of cross-brace 1 is mutually parallel, and a pair of of longitudinal bracing 2 is also mutually parallel.Also, longitudinal bracing 2 and cross
It intersects vertically to support 1, constitutes " well " word shape.
The height H1 of cross-brace 1 is equal with the height H2 of longitudinal bracing 2, the upper surface of cross-brace 1 and longitudinal bracing
2 upper surface is located at same upper plane, and the lower surface of cross-brace 1 and the lower surface of longitudinal bracing 2, which also are located at, once puts down together
Face, thus, permeable pavement skeleton can be smoothly laid on roadbed very much, and form a smooth upper plane, under
It is laid with process together and provides a stabilization, smooth laying basis.
Cross-brace 1 has lateral interlude 10.Here, lateral interlude 10 refers to that cross-brace 1 is located at a pair of of longitudinal direction
Part between support 2.Lateral interlude 10 is provided with rhone 11 from lower to upper.Two rhones 11 of a pair of of cross-brace 1
It is mutually aligned, penetrates through in the longitudinal direction so that rainwater can be smoothly through rhone 11 and flow away.In other embodiments, it drains
Slot 11 can also be arranged on longitudinal bracing 2, alternatively, being provided with rhone 11 on cross-brace 1 and longitudinal bracing 2.
It should be noted that in the present invention, "lower" refers to close to the direction of roadbed, and "upper" refers to far from roadbed, close
The direction on road surface.
Longitudinal bracing 2 has longitudinal interlude 20.Here, longitudinal interlude 20 refers to that longitudinal bracing 2 is located at a pair laterally
Part between support 1.Longitudinal interlude 20 is provided with mold slots 21 from top to bottom, and mold slots 21 are along laterally (i.e. cross-brace
1 extending direction) extend.Two mold slots 21 of a pair of of longitudinal bracing 2 are mutually aligned in the horizontal, facilitate permeable pavement bone
Frame depanning.
Joint portion 3 is respectively set in the both ends of cross-brace 1 and longitudinal bracing 2.Each joint portion 3 include the first face 31,
Second face 32, third face 33.First face 31 is parallel to the second face 32, and the first face 31 protrudes from the second face 32, third face 33
The first face 31 and the second face 32 are connected, is an inclined surface.
Specifically, referring to Fig.1 in front, rear, left and right direction.Left engagement is respectively set in the left and right ends of cross-brace 1
Portion 12 and right junction portion 13.Preceding joint portion 22 and rear joint portion 23 is respectively set in the rear and front end of longitudinal bracing 2.
The left junction portion 12 of cross-brace 1 can coordinate or engage with right junction portion 13.In the horizontal, left junction portion 12
The first face 31 be aligned with the second face 32 of right junction portion 13, the second face 32 of left junction portion 12 and the first of right junction portion 13
Face 31 is aligned, and the third face 33 of left junction portion 12 is mutually parallel with the third face 33 of right junction portion 13.Therefore, left junction portion 12
It can mutually be engaged by clamping with right junction portion 13.
Similar, the preceding joint portion 22 of longitudinal bracing 2 can coordinate or engage with rear joint portion 23.In the longitudinal direction, preceding to connect
First face 31 in conjunction portion 22 is aligned with second face 32 at rear joint portion 23, second face 32 at preceding joint portion 22 and rear joint portion 23
The first face 31 alignment, the third face 33 at preceding joint portion 22 is mutually parallel with the third face 33 at rear joint portion 23.Therefore, preceding to connect
Conjunction portion 22 can mutually be engaged by clamping with rear joint portion 23.
As shown in figure 3, when being laid with permeable pavement skeleton, worker only need to be by the left junction portion of a permeable pavement skeleton
It is clamped with the right junction portion of another permeable pavement skeleton, lateral laying can be completed.Before a permeable pavement skeleton
Joint portion and the rear joint portion of another permeable pavement skeleton are clamped, and can complete longitudinal laying.So go down, it just can be quick
Ground has been laid with a permeable pavement casing play.Therefore, permeable pavement skeleton, which has, is laid with the excellent of convenience, saving working hour and labour
Gesture.
As shown in Figure 3 and Figure 4, include roadbed 40, permeable pavement using the porous pavement that above-mentioned permeable pavement skeleton is laid with
Casing play 50, permeable brick layer 60.In road surfacing, permeable pavement skeleton is first laid on roadbed 40, by by permeable pavement
Skeleton is spliced to form permeable pavement casing play 50;Then rubble 55 is spread in the gap of permeable pavement casing play 50;Finally exist
It is laid with water-permeable brick on permeable pavement casing play 50, forms permeable brick layer 60.
The present invention replaces the graded broken stone of existing porous pavement to have the advantage that using permeable pavement skeleton:
First, graded broken stone material and expense are saved, the cost for being laid with road surface is greatly reduced;
Second, permeable pavement skeleton construction is simple is convenient, saves human cost, shortens working hour;
Third, permeable pavement skeleton have better water penetration.In rainy season, amount of rainfall is larger, and rainwater passes through permeable brick layer
60 enter permeable pavement casing play 50, " well " glyph framework structure of permeable pavement skeleton so that rainwater is easy to infiltrate into
The bottom of permeable pavement casing play 50, and be discharged by rhone 11, the water of discharge can be collected by water storage system.
4th, permeable pavement skeleton has the bearing capacity of bigger.Permeable pavement skeleton using concrete by compression moulding,
Therefore, compared with traditional graded broken stone, the bearing capacity with bigger extends the service life of porous pavement.
In other embodiments, permeable pavement skeleton can also be designed to " return " font, " mesh " font, " day " font,
Joint portion is set in four peripheral surfaces of these fonts, and is begun to rehearse in the cross-brace of these fonts or longitudinal bracing
Sink can also reach above-mentioned advantage.
Above-mentioned specific implementation mode is only described the preferred embodiment of the present invention, and not to the guarantor of the present invention
Shield range is defined.Under the premise of not departing from design concept of the present invention and scope, those skilled in the art
According to various modifications to made by technical scheme of the present invention of verbal description provided by the present invention, attached drawing, substitutes and change
Into, should all belong to the present invention protection category.Protection scope of the present invention is determined by claim.
Claims (9)
1. a kind of permeable pavement skeleton, which is characterized in that include a pair of of cross-brace and a pair of of longitudinal bracing, the pair of transverse direction
Support is mutually parallel, and the pair of longitudinal bracing is mutually parallel, and the longitudinal bracing intersects vertically with the cross-brace,
The both ends of the cross-brace and the both ends of the longitudinal bracing are respectively provided with joint portion, and the cross-brace is located at the pair of vertical
Lateral interlude is formed to the part between support, part of the longitudinal bracing between the pair of cross-brace is formed
Longitudinal interlude, at least one of both described transverse direction interlude and longitudinal interlude are provided with rhone from the bottom up,
The rhone is mutually aligned.
2. permeable pavement skeleton as described in claim 1, which is characterized in that the height of the cross-brace and longitudinal branch
The height of support is equal, and the upper surface of the cross-brace and the upper surface of the longitudinal bracing are located at same upper plane.
3. permeable pavement skeleton as claimed in claim 2, which is characterized in that the joint portion includes the first face, the second face, the
Three faces, first face is parallel to second face, and first face protrudes from second face, the third face connection
First face and the second face are inclined surface.
4. permeable pavement skeleton as claimed in claim 3, which is characterized in that the both ends of the cross-brace are respectively set a left side and connect
Conjunction portion and right junction portion, in the horizontal, the first face of the left junction portion face neat, the left side with the second of the right junction portion
Second face at joint portion faces neat, third face and the right junction portion of the left junction portion with the first of the right junction portion
Third face is parallel.
5. permeable pavement skeleton as claimed in claim 4, which is characterized in that the both ends of the longitudinal bracing connect before being respectively set
Conjunction portion and rear joint portion, in the longitudinal direction, first face at the preceding joint portion are faced with the second of the rear joint portion together, before described
Second face at joint portion with it is described after joint portion first in face of neat, the third face at the preceding joint portion with it is described after joint portion
Third face is parallel.
6. permeable pavement skeleton as described in claim 1, which is characterized in that be provided with mold slots on the longitudinal direction interlude, institute
It states mold slots to extend transversely, and is mutually aligned.
7. permeable pavement skeleton as described in claim 1, which is characterized in that the cross-brace and the longitudinal bracing are constituted
" well " font, " mesh " font, " day " font or " returning " font.
8. a kind of porous pavement, which is characterized in that be spliced comprising roadbed, by permeable pavement skeleton described in claim 1
Permeable pavement casing play, permeable brick layer, the permeable pavement casing play is arranged between the roadbed and the permeable brick layer.
9. porous pavement as claimed in claim 8, which is characterized in that the gap of the permeable pavement casing play uses rubble
Filling.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201810424073.1A CN108342944A (en) | 2018-05-07 | 2018-05-07 | Permeable pavement skeleton and the porous pavement being laid with using the permeable pavement skeleton |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201810424073.1A CN108342944A (en) | 2018-05-07 | 2018-05-07 | Permeable pavement skeleton and the porous pavement being laid with using the permeable pavement skeleton |
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CN108342944A true CN108342944A (en) | 2018-07-31 |
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CN201810424073.1A Pending CN108342944A (en) | 2018-05-07 | 2018-05-07 | Permeable pavement skeleton and the porous pavement being laid with using the permeable pavement skeleton |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112982075A (en) * | 2021-03-09 | 2021-06-18 | 江阴城建集团有限公司 | City environmental protection road surface |
Citations (5)
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KR101187031B1 (en) * | 2011-09-26 | 2012-09-28 | 나라앤텍 주식회사 | Manufaturing method for some block from a mold having some support mold and the block thereof |
CN204370660U (en) * | 2014-11-08 | 2015-06-03 | 昆山通海建材科技有限公司 | Interlocking grass-planting brick |
CN106049217A (en) * | 2016-06-16 | 2016-10-26 | 昆山通海建材科技有限公司 | Assembly type permeable pavement paving c, block bodies and paving structure |
CN206090201U (en) * | 2016-08-16 | 2017-04-12 | 昆山通海建材科技有限公司 | Frame building block of assembled permeable pavement basic unit |
CN208201563U (en) * | 2018-05-07 | 2018-12-07 | 南京衡萱建材有限公司 | Permeable pavement skeleton and the porous pavement being laid with using the permeable pavement skeleton |
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2018
- 2018-05-07 CN CN201810424073.1A patent/CN108342944A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101187031B1 (en) * | 2011-09-26 | 2012-09-28 | 나라앤텍 주식회사 | Manufaturing method for some block from a mold having some support mold and the block thereof |
CN204370660U (en) * | 2014-11-08 | 2015-06-03 | 昆山通海建材科技有限公司 | Interlocking grass-planting brick |
CN106049217A (en) * | 2016-06-16 | 2016-10-26 | 昆山通海建材科技有限公司 | Assembly type permeable pavement paving c, block bodies and paving structure |
CN206090201U (en) * | 2016-08-16 | 2017-04-12 | 昆山通海建材科技有限公司 | Frame building block of assembled permeable pavement basic unit |
CN208201563U (en) * | 2018-05-07 | 2018-12-07 | 南京衡萱建材有限公司 | Permeable pavement skeleton and the porous pavement being laid with using the permeable pavement skeleton |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN112982075A (en) * | 2021-03-09 | 2021-06-18 | 江阴城建集团有限公司 | City environmental protection road surface |
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Address after: No. 1 Songyun Road, Shiqiao Industrial Park, Xingdian Street, Pukou District, Nanjing City, Jiangsu Province, 211807 Applicant after: Hengxuan Building Materials New Materials (Nanjing) Co.,Ltd. Address before: No. 1 Songjun Road, Shiqiao Industrial Park, Xingdian Street, Pukou District, Nanjing City, Jiangsu Province, 210000 Applicant before: NANJING HENGXUAN BUILDING MATERIALS Co.,Ltd. |