CN108179677A - Sponge urban water-through pavement - Google Patents
Sponge urban water-through pavement Download PDFInfo
- Publication number
- CN108179677A CN108179677A CN201810123115.8A CN201810123115A CN108179677A CN 108179677 A CN108179677 A CN 108179677A CN 201810123115 A CN201810123115 A CN 201810123115A CN 108179677 A CN108179677 A CN 108179677A
- Authority
- CN
- China
- Prior art keywords
- water
- permeable brick
- block
- vertical supporting
- supporting rib
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 239000011449 brick Substances 0.000 claims abstract description 47
- 239000011178 precast concrete Substances 0.000 claims abstract description 31
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 24
- 238000009954 braiding Methods 0.000 claims abstract description 22
- 239000004567 concrete Substances 0.000 claims description 9
- 238000009434 installation Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 6
- 101100334009 Caenorhabditis elegans rib-2 gene Proteins 0.000 description 4
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
Classifications
-
- 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
-
- 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
- E01C11/227—Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
-
- 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
- E01C11/227—Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
- E01C11/228—Gutters for porous pavings
-
- 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
- E01C5/00—Pavings made of prefabricated single units
- E01C5/06—Pavings made of prefabricated single units made of units with cement or like binders
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The present invention relates to sponge urban water-through pavements, belong to sponge city technical field.Including vertical supporting rib, water-permeable brick ribs, block side vertical supporting rib, bottom plate, flowing water chamber, discharge orifice, water-permeable brick, downstream braiding channel, slope, venthole in precast concrete segment, block, permeable pavement upper strata at the top of vertical supporting rib in the block of precast concrete segment with water-permeable brick by forming, lower floor is the bottom plate of precast concrete segment, middle layer is water-permeable brick ribs and flowing water chamber, along against the side on road surface setting braiding channel, rainwater enters flowing water chamber by water-permeable brick, through flowing discharge orifice, braiding channel is finally flowed into.Easy for installation, convenient transport of the invention, collectable urban rainwater recycle, and adapt to the development in sponge city.
Description
Technical field
The invention belongs to sponge city technical field, more particularly to a kind of sponge urban water-through pavement.
Background technology
With Re-search on Urbanization progress faster, not only heavy rain often causes urban waterlogging serious, but also in a small amount of precipitation
Shi Yushui can not enter Urban Underground water circulation system well, the reason of leading to more than phenomenon mainly urban road system
Water suction drainability it is poor.And at present China mainly have to the solution of the above problem increase drainage pipe diameter, online water storage,
Cistern etc. is built, and not only generally existing invests the shortcomings such as big, occupied space is big, but also construction time for these measures
Length, efficiency are low.
Invention content
In order to solve above-mentioned technical problem, the present invention provides sponge urban water-through pavement, mainly for exploitation one
Kind easy for installation, convenient transport collects the permeable pavement that urban rainwater recycles, can effectively solve construction it is complicated,
The problems such as rainwater resource waste, urban waterlogging.
The technical solution adopted by the present invention is as follows：
Sponge urban water-through pavement, including precast concrete segment（1）, water-permeable brick（8）, braiding channel（9）, the precast concrete
Building block（1）Including vertical supporting rib in block（2）, water-permeable brick ribs（3）, block side vertical supporting rib（4）, bottom plate（5）, flowing water chamber
（6）, discharge orifice（7）；The braiding channel（9）Including slope downstream（10）, venthole（11）；Permeable pavement upper strata is by precast concrete
Building block（1）Block in vertical supporting rib（2）Top and water-permeable brick（8）It forms, lower floor is precast concrete segment（1）Bottom plate
（5）, middle layer is water-permeable brick ribs（3）With flowing water chamber（6）, along against the side on road surface setting braiding channel（9）, rainwater passes through
Water-permeable brick（8）Into flowing water chamber（6）, through flowing discharge orifice（7）, finally flow into braiding channel（9）.Further, the concrete
Rib（2）Positioned at precast concrete segment（1）The both sides of cross central line, thickness are not more than 30mm, concrete rib（2）Top surface with it is pre-
Concrete segment processed（1）The vertical range of top surface is water-permeable brick（7）Thickness.
Further, vertical supporting rib in block（2）Positioned at precast concrete segment（1）Center along its length, it is a length of
200 ~ 300mm, a height of 120 ~ 150mm, thickness be 30 ~ 40mm, water-permeable brick ribs（3）The vertical supporting rib in block（2）Both sides,
Length and vertical supporting rib in block（2）Unanimously, a height of 70 ~ 100mm and bottom and vertical supporting rib in block（2）Level, thickness for 30 ~
40mm, bottom plate（5）In precast concrete segment（1）Bottom end, a length of 260 ~ 360mm, width are 150 ~ 200mm, and thickness is 30 ~ 40mm,
Along bottom plate（5）Width direction setting block side vertical supporting rib（4）, length and bottom plate（5）Equivalent width, highly in block erect
To ribs（2）Unanimously, thickness is 30 ~ 40mm.
Further, discharge orifice（7）Positioned at block side vertical supporting rib（4）The edge of lower end, length and width size is 20 ~
30mm, with flowing water chamber（6）Perforation.
Further, water-permeable brick（8）For cuboid, a length of 200 ~ 300mm, width is 120 ~ 150mm, and thickness is 50 ~ 70mm, edge
Two pieces of adjacent precast concrete segments of road direction of advance（1）Heteropleural water-permeable brick ribs（3）On, it can just arrange one piece
Water-permeable brick（8）, water-permeable brick（8）Top surface and precast concrete segment（1）Top surface is horizontal, water-permeable brick（8）, water-permeable brick ribs（3）、
Bottom plate（5）The flowing water chamber of a rectangular-shape barrel can be surrounded between three（6）.
Further, slope downstream（10）Positioned at braiding channel（9）In against road surface ontology side, section is right angle trigonometry
Shape.
Further, venthole（11）Positioned at braiding channel（9）Top plate on, venthole（11）It is preferably round, double cloth
It puts, a diameter of 10 ~ 20mm.
Further, braiding channel（9）For precast construction, using water-proof concrete, the gradient is set along road direction of advance.
The beneficial effects of the invention are as follows easy for installation, efficient, convenient transport, collectable urban rainwater recycles, and adapts to
The development in sponge city can effectively solve the problems such as construction is complicated, rainwater resource wastes, urban waterlogging.
Description of the drawings
Fig. 1 is the plan view of sponge urban water-through pavement of the present invention.
Fig. 2 is the A-A diagrammatic cross-sections of Fig. 1.
Fig. 3 is the vertical view of sponge urban water-through pavement precast concrete segment of the present invention.
Fig. 4 is the front view of sponge urban water-through pavement precast concrete segment of the present invention.
Fig. 5 is the side view of sponge urban water-through pavement precast concrete segment of the present invention.
In figure, 1 is precast concrete segment；2 be vertical supporting rib in block；3 be water-permeable brick ribs；4 is vertical for block side
Ribs；5 be bottom plate；6 be flowing water chamber；7 be discharge orifice；8 be water-permeable brick；9 be braiding channel；10 be slope downstream；11 be venthole.
Specific embodiment
The present invention will be described in detail with reference to the accompanying drawings and examples.
Embodiment
As Figure 1-Figure 5, sponge urban water-through pavement of the present invention including precast concrete segment 1, water-permeable brick 8, catchments
Canal 9, the precast concrete segment 1 include vertical supporting rib 2, water-permeable brick ribs 3, block side vertical supporting rib 4, bottom plate in block
5th, flowing water chamber 6, discharge orifice 7；The braiding channel 9 includes slope 10, venthole 11 downstream；It is built by precast concrete on permeable pavement upper strata
2 top of vertical supporting rib and water-permeable brick 8 are formed in the block of block 1, and lower floor is the bottom plate 5 of precast concrete segment 1, and middle layer is
Water brick ribs 3 and flowing water chamber 6, along against the side on road surface setting braiding channel 9, rainwater enters flowing water chamber 6 by water-permeable brick 8,
Through flowing discharge orifice 7, braiding channel 9 is finally flowed into, during vertical supporting rib 2 is located at precast concrete segment 1 along its length in block
Centre, a length of 200 ~ 300mm, a height of 120 ~ 150mm, thickness are 30 ~ 40mm, and water-permeable brick ribs 3 abut 2 liang of vertical supporting rib in block
Side, vertical supporting rib 2 is consistent in length and block, a height of 70 ~ 100mm and bottom and vertical supporting rib in block 2 are horizontal, thickness for 30 ~
40mm, bottom plate 5 are 150 ~ 200mm in 1 bottom end of precast concrete segment, a length of 260 ~ 360mm, width, and thickness is 30 ~ 40mm, the bottom of along
5 width direction of plate setting block side vertical supporting rib 4, length and the equivalent width of bottom plate 5, highly with vertical supporting rib 2 in block
Unanimously, thickness is 30 ~ 40mm, and discharge orifice 7 is located at the edge of 4 lower end of block side vertical supporting rib, and length and width size is 20 ~ 30mm,
It is penetrated through with flowing water chamber 6, water-permeable brick 8 is cuboid, and a length of 200 ~ 300mm, width is 120 ~ 150mm, and thickness is 50 ~ 70mm, along road
In the heteropleural water-permeable brick ribs 3 of two pieces of adjacent precast concrete segments 1 of direction of advance, one piece of water-permeable brick 8 can be just arranged,
8 top surface of water-permeable brick is horizontal with 1 top surface of precast concrete segment, can be enclosed between water-permeable brick 8, water-permeable brick ribs 3,5 three of bottom plate
Into the flowing water chamber 6 of a rectangular-shape barrel, slope 10, which is located in braiding channel 9, downstream abuts road surface ontology side, and section is right angle trigonometry
Shape, venthole 11 are located on the top plate of braiding channel 9, and venthole 11 is preferably round, double arrangement, and a diameter of 10 ~ 20mm collects
Water channel 9 is precast construction, and using water-proof concrete, the gradient is set along road direction of advance.
Precast concrete segment 1 is structure as a whole, after construction site first builds precast concrete segment 1 by laying bricks or stones, on road surface one
Side installs prefabricated braiding channel 9, water-permeable brick 8 of finally mating formation in water-permeable brick ribs 3.
The above is only the preferred embodiments of the present invention, and not makees limitation in any form to the present invention,
Any simple modification made to the above embodiment of every technical spirit according to the present invention, equivalent variations and modification, belong to
In the range of technical solution of the present invention.
Claims (7)
1. sponge urban water-through pavement, including precast concrete segment（1）, water-permeable brick（8）, braiding channel（9）, it is characterised in that：
The precast concrete segment（1）Including vertical supporting rib in block（2）, water-permeable brick ribs（3）, block side vertical supporting rib
（4）, bottom plate（5）, flowing water chamber（6）And discharge orifice（7）；The braiding channel（9）Including slope downstream（10）And venthole（11）；Thoroughly
Water pavement upper strata is by precast concrete segment（1）Block in vertical supporting rib（2）Top and water-permeable brick（8）It forms, lower floor is pre-
Concrete segment processed（1）Bottom plate（5）, middle layer is water-permeable brick ribs（3）With flowing water chamber（6）, along the side for abutting road surface
Braiding channel is set（9）, rainwater passes through water-permeable brick（8）Into flowing water chamber（6）, through flowing discharge orifice（7）, finally flow into braiding channel（9）.
2. sponge urban water-through pavement according to claim 1, it is characterised in that：Vertical supporting rib in the block（2）
Positioned at precast concrete segment（1）Center along its length, a length of 200 ~ 300mm, a height of 120 ~ 150mm, thickness for 30 ~
40mm；The water-permeable brick ribs（3）The vertical supporting rib in block（2）Both sides, length and vertical supporting rib in block（2）One
Cause, a height of 70 ~ 100mm and bottom and vertical supporting rib in block（2）Level, thickness are 30 ~ 40mm；The bottom plate（5）Prefabricated
Concrete segment（1）Bottom end, a length of 260 ~ 360mm, width are 150 ~ 200mm, and thickness is 30 ~ 40mm；Along bottom plate（5）Width direction is set
Put block side vertical supporting rib（4）, length and bottom plate（5）Equivalent width, highly with vertical supporting rib in block（2）Unanimously, it is thick
For 30 ~ 40mm.
3. sponge urban water-through pavement according to claim 1, it is characterised in that：The discharge orifice（7）Positioned at block side
Vertical supporting rib（4）The edge of lower end, length and width size are 20 ~ 30mm, with flowing water chamber（6）Perforation.
4. sponge urban water-through pavement according to claim 1, it is characterised in that：The water-permeable brick（8）For cuboid,
A length of 200 ~ 300mm, width are 120 ~ 150mm, and thickness is 50 ~ 70mm, and the two block precast concretes adjacent along road direction of advance are built
Block（1）Heteropleural water-permeable brick ribs（3）On, it can just arrange one piece of water-permeable brick（8）, water-permeable brick（8）Top surface and concrete
Earth building blocks（1）Top surface is horizontal, water-permeable brick（8）, water-permeable brick ribs（3）, bottom plate（5）Rectangular-shape barrel can be surrounded between three
Flowing water chamber（6）.
5. sponge urban water-through pavement according to claim 1, it is characterised in that：The slope downstream（10）Positioned at catchmenting
Canal（9）In against road surface ontology side, section is right angled triangle.
6. sponge urban water-through pavement according to claim 1, it is characterised in that：The venthole（11）Positioned at catchmenting
Canal（9）Top plate on, venthole（11）It is preferably round, double arrangement, a diameter of 10 ~ 20mm.
7. sponge urban water-through pavement according to claim 1, it is characterised in that：The braiding channel（9）For prefabricated knot
Using water-proof concrete, the gradient is set along road direction of advance for structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810123115.8A CN108179677A (en) | 2018-02-07 | 2018-02-07 | Sponge urban water-through pavement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810123115.8A CN108179677A (en) | 2018-02-07 | 2018-02-07 | Sponge urban water-through pavement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108179677A true CN108179677A (en) | 2018-06-19 |
Family
ID=62552298
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810123115.8A Pending CN108179677A (en) | 2018-02-07 | 2018-02-07 | Sponge urban water-through pavement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108179677A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110130184A (en) * | 2019-06-14 | 2019-08-16 | 沈阳建筑大学 | Modular sponge urban water-through pavement |
| CN110331631A (en) * | 2019-07-23 | 2019-10-15 | 重庆恩倍克科技有限公司 | A kind of sponge city infiltration pavement structure |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20110124552A (en) * | 2010-05-11 | 2011-11-17 | 이훈재 | A sidewalk block assembly for enable to rain-watwe utilization |
| CN102433819A (en) * | 2011-10-10 | 2012-05-02 | 苏鸣 | Semi-flexible structure permeable street and pavement method thereof |
| CN203475583U (en) * | 2013-07-25 | 2014-03-12 | 淮安鑫源铭新材料有限公司 | Precast resin concrete drainage ditch |
| CN105821736A (en) * | 2016-03-23 | 2016-08-03 | 苏州乐聚堂电子科技有限公司 | Water permeable ground system and paving method |
| CN106320137A (en) * | 2016-10-17 | 2017-01-11 | 安庆市汉久电子科技有限公司 | Rapid-penetration permeable floor tile |
| CN206266967U (en) * | 2016-12-02 | 2017-06-20 | 安徽仁创生态环保科技股份有限公司 | Sponge roadnet |
| CN206298944U (en) * | 2016-12-26 | 2017-07-04 | 杨洁 | A kind of sponge urban ecology grass planting ditch |
-
2018
- 2018-02-07 CN CN201810123115.8A patent/CN108179677A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20110124552A (en) * | 2010-05-11 | 2011-11-17 | 이훈재 | A sidewalk block assembly for enable to rain-watwe utilization |
| CN102433819A (en) * | 2011-10-10 | 2012-05-02 | 苏鸣 | Semi-flexible structure permeable street and pavement method thereof |
| CN203475583U (en) * | 2013-07-25 | 2014-03-12 | 淮安鑫源铭新材料有限公司 | Precast resin concrete drainage ditch |
| CN105821736A (en) * | 2016-03-23 | 2016-08-03 | 苏州乐聚堂电子科技有限公司 | Water permeable ground system and paving method |
| CN106320137A (en) * | 2016-10-17 | 2017-01-11 | 安庆市汉久电子科技有限公司 | Rapid-penetration permeable floor tile |
| CN206266967U (en) * | 2016-12-02 | 2017-06-20 | 安徽仁创生态环保科技股份有限公司 | Sponge roadnet |
| CN206298944U (en) * | 2016-12-26 | 2017-07-04 | 杨洁 | A kind of sponge urban ecology grass planting ditch |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110130184A (en) * | 2019-06-14 | 2019-08-16 | 沈阳建筑大学 | Modular sponge urban water-through pavement |
| CN110331631A (en) * | 2019-07-23 | 2019-10-15 | 重庆恩倍克科技有限公司 | A kind of sponge city infiltration pavement structure |
| CN110331631B (en) * | 2019-07-23 | 2021-12-17 | 青岛太奇环境艺术设计工程有限公司 | Sponge city infiltration road surface structure |
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| PB01 | Publication | ||
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Application publication date: 20180619 |