CN106758665B - A kind of urban road extending type double drainage kerbstone containing pavement - Google Patents
A kind of urban road extending type double drainage kerbstone containing pavement Download PDFInfo
- Publication number
- CN106758665B CN106758665B CN201611031268.7A CN201611031268A CN106758665B CN 106758665 B CN106758665 B CN 106758665B CN 201611031268 A CN201611031268 A CN 201611031268A CN 106758665 B CN106758665 B CN 106758665B
- Authority
- CN
- China
- Prior art keywords
- plate
- steel pipe
- main body
- troughing plate
- concrete main
- 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.)
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Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 45
- 239000010959 steel Substances 0.000 claims abstract description 45
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 4
- 238000004140 cleaning Methods 0.000 description 3
- 230000000903 blocking effect Effects 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 230000003796 beauty Effects 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000003447 ipsilateral effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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
- E01C11/221—Kerbs or like edging members, e.g. flush kerbs, shoulder retaining means ; Joint members, connecting or load-transfer means specially for kerbs
- E01C11/223—Kerb-and-gutter structures; Kerbs with drainage openings channel or conduits, e.g. with out- or inlets, with integral gutter or with channel formed into the kerb ; Kerbs adapted to house cables or pipes, or to form conduits
-
- 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)
- Sewage (AREA)
Abstract
The invention discloses a kind of urban road extending type double drainage kerbstone containing pavement, including concrete main body (1), concrete main body (1) is embedded with troughing plate (3), the bottom surface of troughing plate (3) is parallel to an end face of concrete main body (1), troughing plate (3) inside bottom surface is connected with steel pipe (2), one side of troughing plate (3) extends on the outside of concrete main body (1) and forms left bank sink (4-1) with oblique steel plate (6), troughing plate (3) outer side bottom surface is connected with fold-line-shaped steel plate (8) and forms right rhone (4-2), the height of left bank sink (4-1) is lower than right rhone (4-2).The present invention has been internally embedded troughing plate (3) in concrete main body (1), troughing plate (3) bottom surface joint steel pipe (2), it constitutes and strengthens skeleton and connecting framework, improve the integral strength and bearing capacity of kerbstone, it is hardly damaged, dewatering needs while double water trough design meets pavement and driveway.
Description
Technical field
Reinforced structure and discharge structure the present invention relates to a kind of kerbstone, inside special kerbstone.
Background technique
In recent years, with the extensive development of urban road construction, road ponding drainage problem gradually attracts attention and again
Depending on being on the other hand due to structure to find out its cause, being on the one hand such as the unattended since the later maintenance of road is not in place
Design unreasonable, it is strength problem first that wherein the design of kerbstone, which there is two problems, since parking space day is becoming tight
, many automobiles directly press through kerbstone and are parked on both sides of the road, and if things go on like this, the lower kerbstone of intensity is easy to occur broken
Damage leads to much the kerbstone drain line blockage destruction with drain function, the followed by discharge structure of kerbstone itself, existing
There are many kerbstones to consider for beauty, diversion opening is arranged smaller, as a result once blocking, later maintenance personnel can not be fast
Speed dredging.
Summary of the invention
The technical problem to be solved by the present invention is providing a kind of urban road extending type double drainage curb containing pavement
Stone, intensity is high, can bear greater impact, and ejectment water-bound flat is spacious, can combine the draining on driveway and pavement, and be easy
Cleaning and dredging.
Technical scheme is as follows:
A kind of urban road extending type double drainage kerbstone containing pavement, including concrete main body, concrete main body
It is embedded with troughing plate, the bottom surface of troughing plate is parallel to an end face of concrete main body, the connection of troughing plate inside bottom surface
There is steel pipe, a side of troughing plate extends on the outside of concrete main body and forms left bank sink, troughing plate with oblique steel plate
Outer side bottom surface is connected with fold-line-shaped steel plate and forms right rhone, and the height of left bank sink is lower than right rhone.Troughing plate is made
It is embedded in concrete main body for one of the reinforced structure of kerbstone, and steel pipe is connected to the bottom surface of troughing plate, as flute profile
The intermediate structure that steel plate is connect with concrete, since steel pipe is hollow, concrete can be filled to inside it, increase contact attachment
Face enhances the two switching performance, and steel pipe itself can bear another reinforced structure compared with big load, as kerbstone.
One side of troughing plate extends on the outside of concrete main body and forms left bank sink with oblique steel plate, and left bank sink is located at curb
The outside of stone is used for diversion and draining, due to be it is directly exposed, cleaning and dredging are more convenient, and left bank sink is as kerbstone
A part is made up of a side of troughing plate.Right rhone be higher than left bank sink, can be used for being higher by than road one section away from
From pavement draining.
The cross sectional shape of the steel pipe is circle, rectangle or regular polygon.
The axis of the steel pipe perpendicular to troughing plate bottom surface, and the circumferential surface of steel pipe be non-close face, notch area
The percentage for accounting for the circumferential gross area is less than or equal to 1/2, on the one hand the design of notch can alleviate steel pipe and concrete in dilatancy
Stress caused by difference on energy, being reduced by notched pipe deformation influences, when on the other hand can be poured in order to concrete
Flowing, facilitate into steel duct.
The length of the notch is equal with steel pipe, and the direction of the notch of steel pipe is different, and the opening of notch is directed toward difference,
It is conducive to enter steel duct from different directions when being poured concrete, reduces the probability that gap generates.
The steel pipe is arranged along troughing plate width direction and equal spacing in length direction, and specific arrangement mode and quantity can
It is adjusted according to cost of manufacture and force way.
The present invention has been internally embedded troughing plate in concrete main body, and troughing plate bottom surface joint steel pipe constitutes and strengthens bone
Frame and connecting framework improve the integral strength and bearing capacity of kerbstone, are hardly damaged, and a side structure of troughing plate
At left bank sink expose to kerbstone, the fold-line-shaped steel plate of bottom surface connection constitutes right rhone, and two rhones can be distinguished
For the draining of the good driveway in pavement, Quick dredging and cleaning when facilitating blocking.
Detailed description of the invention
Fig. 1 is the attachment structure schematic diagram of troughing plate of the invention, steel pipe, fold-line-shaped steel plate and oblique steel plate；
Fig. 2 is the floor map after structure is in conjunction with concrete main body in Fig. 1；
Fig. 3 is schematic diagram when kerbstone of the invention is mounted on road surface two sides；
Fig. 4 is in the present invention with circular cross-section steel pipe schematic diagram jaggy；
Fig. 5 is in the present invention with steel pipe schematic diagram in rectangular section jaggy.
Specific embodiment
As shown in Fig. 1~2, a kind of urban road extending type double drainage kerbstone containing pavement is layed in 5 liang of road surface
Side, monolithic kerbstone include cube concrete main body 1, and concrete main body 1 is embedded with troughing plate 3, the bottom surface of troughing plate 3
It is parallel to an end face of concrete main body 1, the bottom surface of 3 inside of troughing plate is connected with (3 length of troughing plate that is arranged in array
Direction straight line equidistantly arranges, and 3 width direction of troughing plate is equidistantly arranged in a straight line) circular cross-section steel pipe 2, steel pipe 2
Axis is perpendicular to the bottom surface of troughing plate 3, and the circumferential surface of steel pipe 2 is non-close face, and 7 area of notch accounts for the hundred of the circumferential gross area
Divide than being equal to 1/4, the length of notch 7 is equal with steel pipe 2, and different (the every steel i.e. in array of direction of the notch 7 of steel pipe 2
It is directed toward different in 7 direction of notch of pipe 2).One side of troughing plate 3 extend to the outside of concrete main body 1 and with oblique 6 shape of steel plate
At left bank sink 4-1,3 outer side bottom surface of troughing plate is connected with fold-line-shaped steel plate 8 and forms right rhone 4-2, left bank sink 4-1
Height be lower than right rhone 4-2.
As shown in figure 3, ipsilateral muti-piece kerbstone is bonded along straight line when being laid with, left bank sink 4-1 and right rhone 4-2
Diversion drainage channel is formed in kerbstone two sides.
Claims (2)
1. a kind of urban road extending type double drainage kerbstone containing pavement, including concrete main body (1), feature exists
In: concrete main body (1) is embedded with troughing plate (3), and the bottom surface of troughing plate (3) is parallel to one of concrete main body (1)
End face, troughing plate (3) inside bottom surface are connected with steel pipe (2), and a side of troughing plate (3) extends to concrete main body
(1) left bank sink (4-1) is formed on the outside of and with oblique steel plate (6), troughing plate (3) outer side bottom surface is connected with fold-line-shaped steel plate (8)
And right rhone (4-2) is formed, the height of left bank sink (4-1) is lower than right rhone (4-2)；
The cross sectional shape of the steel pipe (2) is circle, rectangle or regular polygon；
The axis of the steel pipe (2) perpendicular to troughing plate (3) bottom surface, and the circumferential surface of steel pipe (2) be non-close face, notch
(7) percentage that area accounts for the circumferential gross area is less than or equal to 1/2；
The length of the notch (7) is equal with steel pipe (2), and the direction of the notch (7) of steel pipe (2) is different.
2. a kind of urban road extending type double drainage kerbstone containing pavement according to claim 1, feature exist
In: the steel pipe (2) arranges along troughing plate (3) width direction and equal spacing in length direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611031268.7A CN106758665B (en) | 2016-11-18 | 2016-11-18 | A kind of urban road extending type double drainage kerbstone containing pavement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611031268.7A CN106758665B (en) | 2016-11-18 | 2016-11-18 | A kind of urban road extending type double drainage kerbstone containing pavement |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106758665A CN106758665A (en) | 2017-05-31 |
| CN106758665B true CN106758665B (en) | 2019-03-26 |
Family
ID=58971560
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611031268.7A Active CN106758665B (en) | 2016-11-18 | 2016-11-18 | A kind of urban road extending type double drainage kerbstone containing pavement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106758665B (en) |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR791490A (en) * | 1935-06-21 | 1935-12-11 | Edging gutters with protected drainage galleries | |
| JP2739313B1 (en) * | 1997-06-23 | 1998-04-15 | 株式会社ミナミ | Weed block and weed structure of block |
| DE20104807U1 (en) * | 2001-03-20 | 2001-06-13 | Bindl, Alois, 82178 Puchheim | Universally usable curb profiles with supply pipes, bevelled and rounded |
| KR101225072B1 (en) * | 2011-05-12 | 2013-01-24 | 서울특별시 | Permeable Pavement Structure |
| CN205224335U (en) * | 2015-11-22 | 2016-05-11 | 陈一其 | High strength thermal insulation wall |
| CN105735085A (en) * | 2016-04-20 | 2016-07-06 | 孔文艺 | Kerb |
-
2016
- 2016-11-18 CN CN201611031268.7A patent/CN106758665B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN106758665A (en) | 2017-05-31 |
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Effective date of registration: 20221213 Address after: No. A14-3, No. 2, Caihong Road, Qingxiu District, Nanning, 530000 Guangxi Zhuang Autonomous Region Patentee after: Guangxi Quantulai Investment Co.,Ltd. Address before: 530200 No.8, Longting Road, Yongning District, Nanning City, Guangxi Zhuang Autonomous Region Patentee before: NANNING University |
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| TR01 | Transfer of patent right |
Effective date of registration: 20230420 Address after: 530200 No. 8, Ting Ting Road, Yongning District, Nanning, the Guangxi Zhuang Autonomous Region Patentee after: NANNING University Address before: No. A14-3, No. 2, Caihong Road, Qingxiu District, Nanning, 530000 Guangxi Zhuang Autonomous Region Patentee before: Guangxi Quantulai Investment Co.,Ltd. |
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| TR01 | Transfer of patent right |
Effective date of registration: 20231028 Address after: Room B601, 6th Floor, Building B, No. 88 Daxue West Road, Xixiangtang District, Nanning City, Guangxi Zhuang Autonomous Region, 530000 Patentee after: Guangxi Chuangsu Technology Development Co.,Ltd. Address before: 530200 No. 8, Ting Ting Road, Yongning District, Nanning, the Guangxi Zhuang Autonomous Region Patentee before: NANNING University |