CN106758666A - A kind of urban road list inner chamber double drainage kerbstone containing pavement - Google Patents
A kind of urban road list inner chamber double drainage kerbstone containing pavement Download PDFInfo
- Publication number
- CN106758666A CN106758666A CN201611031570.2A CN201611031570A CN106758666A CN 106758666 A CN106758666 A CN 106758666A CN 201611031570 A CN201611031570 A CN 201611031570A CN 106758666 A CN106758666 A CN 106758666A
- Authority
- CN
- China
- Prior art keywords
- osculum
- kerbstone
- inner chamber
- urban road
- main body
- 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.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 47
- 239000010959 steel Substances 0.000 claims abstract description 47
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 22
- 230000006835 compression Effects 0.000 abstract description 2
- 238000007906 compression Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 5
- 238000013461 design Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000012279 drainage procedure Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000004575 stone Substances 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
- E01C11/221—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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a kind of urban road list inner chamber double drainage kerbstone containing pavement, including cube concrete main body (1), there is an osculum through two opposing end surface on concrete main body (1), osculum inner wall surface is steel plate (2), the left bank water pipe (3 1) and right drainpipe (3 2) connected with osculum are respectively arranged with two end faces of the concrete main body (1) in direction parallel to osculum, the caliber and water inlet and draining open height of left bank water pipe (3 1) and right drainpipe (3 2) are differed.The present invention has opened up osculum in concrete main body (1), and drainage channel is formed after the combination of polylith kerbstone.Left bank water pipe (3 1) and right drainpipe (3 2) are used as independent diversion drainage channel, when running into drainage jam, kerbstone can one by one be taken apart to be dredged, the structure that steel plate (2) is connected with steel pipe (4) not only enhances integrated connection performance but also improves the compression strength of kerbstone.
Description
Technical field
The present invention relates to reinforced structure and discharge structure inside a kind of kerbstone, particularly kerbstone.
Background technology
In recent years, with the extensive development of urban road construction, road ponding drainage problem gradually attracts attention and weighs
Depending on being on the other hand due to structure to find out its cause, being on the one hand such as unattended because the later maintenance of road is not in place
Design is unreasonable, and the design of wherein kerbstone there is problem, and because parking space day is becoming tight, many automobiles are directly pressed through
Kerbstone is parked on both sides of the road, and if things go on like this, the relatively low kerbstone of intensity is easy to breakage, causes much have draining work(
The kerbstone drain line blockage destruction of energy.On the other hand, because the difference in height on pavement and road surface is larger, the rain on pavement
Water converges to road surface with the rainwater on road surface simultaneously by a drainage ditch inlet drain by kerbstone, causes entrance part current
Measure excessive and form ponding, influence safety.
The content of the invention
The technical problem to be solved in the present invention is：A kind of urban road list inner chamber double drainage curb containing pavement is provided
Stone, intensity is high, can bear greater impact, and the drainage inlet on pavement and road surface is independently independent of each other, and good concealment does not influence U.S.
See.
Technical scheme is as follows：
A kind of urban road list inner chamber double drainage kerbstone containing pavement, including cube concrete main body, coagulation
There is an osculum through two opposing end surface in native main body, osculum inner wall surface is steel plate, is passed through parallel to osculum
The left bank water pipe and right drainpipe connected with osculum, left bank are respectively arranged with two end faces of the concrete main body for wearing direction
The caliber and water inlet and draining open height of water pipe and right drainpipe are differed.Steel plate is used as osculum and concrete main body
Reinforcing rock-steady structure be located at draining internal surface of hole.Because osculum is through two end faces of concrete main body, therefore, polylith road
Osculum may be constructed a drainage channel after kerb assembled arrangement.Left and right drainpipe one end flushes in road surface, the other end and row
Water hole connects, and the ponding on road surface or pavement can enter osculum by drainpipe.Due to two water inlets have difference in height and
Discharge outlet is connected to osculum, therefore drainage procedure is independent of each other.
The osculum rectangular cross-section, circular or polygon, the cross sectional shape of osculum can according to cost of manufacture and
The factors such as drain discharge are selected.
The steel plate outer surface is connected with steel pipe, in order to further strengthen the switching performance of steel plate and concrete main body, carries
The intensity of high concrete main body, can be in the outer surface joint steel pipe of steel plate.Fastener for connection in the outer surface of steel plate, as steel plate
The intermediate structure being connected with concrete, because steel pipe is hollow, concrete can be filled to inside it, increase contact attachment surface,
The two switching performance is enhanced, and steel pipe can bear compared with big load in itself, as another reinforced structure of kerbstone.
The cross sectional shape of the steel pipe is circle, rectangle or regular polygon, and the section selection of steel pipe can be selected according into original
Select.
The axis of the steel pipe is perpendicular to the outer surface of steel plate, and the circumferential surface of steel pipe is non-close face, and breach area is accounted for
The percentage of the circumferential gross area is less than or equal to 1/2, and on the one hand the design of breach can alleviate steel pipe with concrete in expansion character
Stress caused by upper difference, is influenceed by the reduction of notched pipe deformation, when on the other hand can be poured into a mould in order to concrete
Flowing, conveniently enters steel duct.
The length of the breach is equal with steel pipe, and the sensing of the breach of steel pipe is different.Difference is pointed in the opening of breach,
Beneficial to steel duct is entered from different directions during cast concrete, the probability that space produces is reduced.
The present invention has opened up osculum in concrete main body, and drainage channel is formed after the combination of polylith kerbstone.Drainpipe
Design it is hidden, the free end of left and right drainpipe is respectively placed in road surface and pavement as water inlet during construction, used as water inlet
Mouth is connected to drainage channel, and can independently be intake during draining is independent of each other, and when running into drainage jam, can one by one take kerbstone apart and enter
Row dredging.The structure that steel plate is connected with steel pipe not only enhances integrated connection performance but also improves the compression strength of kerbstone.
Brief description of the drawings
Fig. 1 is curb structure schematic diagram of the invention；
Fig. 2 is the floor map of Fig. 1；
Fig. 3 be kerbstone of the invention be arranged on road surface both sides when schematic diagram；
Fig. 4 is schematic diagram of the light plate outer surface of the present invention with circular cross-section steel pipe；
Fig. 5 is with circular cross-section steel pipe schematic diagram jaggy in the present invention；
Fig. 6 is with steel pipe schematic diagram in square-section jaggy in the present invention.
Specific embodiment
As shown in figs. 1 and 4, a kind of urban road list inner chamber double drainage kerbstone containing pavement, is layed in road surface two
Side, monolithic kerbstone includes cube concrete main body 1, there is a square through two opposing end surface on concrete main body 1
Tee section osculum, osculum inner wall surface is steel plate 2, and two phases of the concrete main body 1 in direction are run through parallel to osculum
To being respectively arranged with the left bank water pipe 3-1 and right drainpipe 3-2 that are connected with osculum, the water inlet of left bank water pipe 3-1 on end face
Position and discharge outlet position are above right drainpipe 3-2, and its caliber is also greater than right drainpipe 3-2.Steel plate 2 is connected by 4 blocks of steel plates
Form, wherein upper and lower 2 pieces of outer surface is connected with circular cross-section steel pipe 4.The axis of steel pipe 4 perpendicular to the outer surface of steel plate 2, and
The circumferential surface of steel pipe 4 is non-close face, and the percentage that the area of breach 5 accounts for the circumferential gross area is equal to 1/4.The length and steel of breach 5
Pipe 4 is equal, and the sensing of the breach 5 of steel pipe 4 is different.
As shown in figure 3, during laying, the polylith kerbstone of homonymy is fitted along straight line, left bank water pipe 3-1 and right drainpipe 3-2
The concordant road surface of upper end water inlet (or being connected with the bottom portion of groove on road surface), surface gathered water pass through left bank water pipe 3-1 and right row
Water pipe 3-2 independently enters osculum, then converges and flows away.
Claims (6)
1. a kind of urban road list inner chamber double drainage kerbstone containing pavement, including cube concrete main body (1), it is special
Levy and be：There is an osculum through two opposing end surface on concrete main body (1), osculum inner wall surface is steel plate
(2) left side connected with osculum, is respectively arranged with two end faces of the concrete main body (1) in direction parallel to osculum
Drainpipe (3-1) and right drainpipe (3-2), the caliber and water inlet and draining of left bank water pipe (3-1) and right drainpipe (3-2)
Open height is differed.
2. a kind of urban road list inner chamber double drainage kerbstone containing pavement according to claim 1, its feature exists
In：The osculum rectangular cross-section, circular or polygon.
3. a kind of urban road list inner chamber double drainage kerbstone containing pavement according to claim 2, its feature exists
In：Steel plate (2) outer surface is connected with steel pipe (4).
4. a kind of urban road list inner chamber double drainage kerbstone containing pavement according to claim 3, its feature exists
In：The cross sectional shape of the steel pipe (4) is circle, rectangle or regular polygon.
5. a kind of urban road list inner chamber double drainage kerbstone containing pavement according to claim 4, its feature exists
In：The axis of the steel pipe (4) is perpendicular to the outer surface of steel plate (2), and the circumferential surface of steel pipe (4) is non-close face, breach (5)
The percentage that area accounts for the circumferential gross area is less than or equal to 1/2.
6. a kind of urban road list inner chamber double drainage kerbstone containing pavement according to claim 5, its feature exists
In：The length of the breach (5) is equal with steel pipe (4), and the sensing of the breach (5) of steel pipe (4) is different.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611031570.2A CN106758666B (en) | 2016-11-18 | 2016-11-18 | A kind of urban road list inner cavity double drainage kerbstone containing pavement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611031570.2A CN106758666B (en) | 2016-11-18 | 2016-11-18 | A kind of urban road list inner cavity double drainage kerbstone containing pavement |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106758666A true CN106758666A (en) | 2017-05-31 |
| CN106758666B CN106758666B (en) | 2019-03-26 |
Family
ID=58971674
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611031570.2A Active CN106758666B (en) | 2016-11-18 | 2016-11-18 | A kind of urban road list inner cavity double drainage kerbstone containing pavement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106758666B (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20040050691A (en) * | 2002-12-31 | 2004-06-16 | 신촌종합건설(주) | Drain structure of cleaning water and rainwater constructed on sidewalk adjacent to street |
| CH697138A5 (en) * | 1999-01-19 | 2008-05-15 | Vonroll Infratec Invest Ag | Water drainage gutter has water guides at the side walls which direct the water inflow into the outflow direction along the drain and also support the covering grid |
| JP2011241675A (en) * | 2010-04-23 | 2011-12-01 | Takara Kizai Co Ltd | Drainage channel for road surface |
| CN205224335U (en) * | 2015-11-22 | 2016-05-11 | 陈一其 | High strength thermal insulation wall |
| CN205474681U (en) * | 2016-03-04 | 2016-08-17 | 广州市合信方园工业设备有限公司 | Formula curb is held in cabin |
-
2016
- 2016-11-18 CN CN201611031570.2A patent/CN106758666B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CH697138A5 (en) * | 1999-01-19 | 2008-05-15 | Vonroll Infratec Invest Ag | Water drainage gutter has water guides at the side walls which direct the water inflow into the outflow direction along the drain and also support the covering grid |
| KR20040050691A (en) * | 2002-12-31 | 2004-06-16 | 신촌종합건설(주) | Drain structure of cleaning water and rainwater constructed on sidewalk adjacent to street |
| JP2011241675A (en) * | 2010-04-23 | 2011-12-01 | Takara Kizai Co Ltd | Drainage channel for road surface |
| CN205224335U (en) * | 2015-11-22 | 2016-05-11 | 陈一其 | High strength thermal insulation wall |
| CN205474681U (en) * | 2016-03-04 | 2016-08-17 | 广州市合信方园工业设备有限公司 | Formula curb is held in cabin |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106758666B (en) | 2019-03-26 |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20221220 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 | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20230509 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 | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20231026 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 |
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| TR01 | Transfer of patent right |