CN207295949U - Combined water-drainage kerbstone - Google Patents
Combined water-drainage kerbstone Download PDFInfo
- Publication number
- CN207295949U CN207295949U CN201721233721.2U CN201721233721U CN207295949U CN 207295949 U CN207295949 U CN 207295949U CN 201721233721 U CN201721233721 U CN 201721233721U CN 207295949 U CN207295949 U CN 207295949U
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- Prior art keywords
- cliff
- discharge outlet
- channel
- mouth
- middle position
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Abstract
The utility model discloses a kind of combined water-drainage kerbstone, including：The kerbstone body being made of base portion cliff, curb portion cliff, main drainage channel and associated drain channel, the base portion cliff is arranged on below road surface, the main drainage channel is located in the cavity of base portion cliff, the top surface of curb portion cliff is arranged to curved-surface structure with positive junction, the associated drain channel is arranged in the cavity of curb portion cliff, and the associated drain channel is interconnected with main drainage channel；Subdrain mouth of the level height below road surface is set in the upper plane of base portion cliff, and the subdrain mouth is directly connected with the main drainage channel in base portion cliff cavity；In the curb portion, the front of cliff sets middle position discharge outlet, and the lower edge of the middle position discharge outlet is concordant with road surface；High-order discharge outlet is set at the curved-surface structure of curb portion cliff, and the middle position discharge outlet and high-order discharge outlet are directly connected with associated drain channel respectively.
Description
Technical field
Field of civil engineering is the utility model is related to, more specifically, the utility model is related to a kind of combined water-drainage road
Kerb.
Background technology
The kerbstone of urban road uses solid cuboid stone mostly at present, is set in road edge every a distance
The drainage channel of one is put, common drainage channel, which is usually arranged as iron bar, to be inlayed and be fixed in concrete road surface, its is frequent
Cause to deform due to the pressure for bearing to come from above, or cannot be complete by surface gathered water because not unobvious enough with pavement-height difference
Empty, at the same time, the solid rectangles stone in roadside, not only waste of materials, but also it could not be played and be in roadside compared with low level
The advantage put, could not accomplish to make the best use of everything, it can be seen that, exploitation one kind gives full play to position advantage, not only with powerful row
Outlet capacity, can empty the surface gathered water of urban road completely, and save material, accomplish the combined water-drainage made the best use of everything
Kerbstone is necessary.
Utility model content
One purpose of the utility model is to solve at least the above, and provides the advantages of at least will be described later.
The utility model also has a purpose to be to provide a kind of combined water-drainage kerbstone, it has given full play to the position of itself
Advantage is put, not only with powerful drainability, the surface gathered water of urban road can be emptied completely, and saves material,
Accomplish to make the best use of everything.
In order to realize these purposes and further advantage according to the present utility model, there is provided a kind of combined water-drainage curb
Stone, including：
Kerbstone body, it includes base portion cliff, curb portion cliff, main drainage channel and associated drain channel, the base
Portion's cliff is arranged on below road surface, and the main drainage channel is located in the cavity of base portion cliff, the front of curb portion cliff
It is oppositely arranged with road surface, and the top surface of curb portion cliff is arranged to curved-surface structure, the auxiliary with positive junction
Drainage channel is arranged in the cavity of curb portion cliff, and the associated drain channel is interconnected with main drainage channel.
Discharge outlet, including subdrain mouth, middle position discharge outlet and high-order discharge outlet, the subdrain mouth are arranged on base portion
The upper plane of cliff, and the subdrain mouth is directly connected with the main drainage channel in base portion cliff cavity, it is described low
For the level height of position discharge outlet below road surface, the vertical range on the subdrain mouth and road surface is 8-15cm；The middle position
Discharge outlet is arranged on the front of curb portion cliff, and the lower edge of the middle position discharge outlet is concordant with road surface；The high position
Discharge outlet is arranged at the curved-surface structure of curb portion cliff, and the high position discharge outlet sets a row along the curved-surface structure,
And the middle position discharge outlet and high-order discharge outlet directly connect with the associated drain channel in the curb portion cliff cavity respectively
It is logical.
Preferably, the cross section of the main drainage channel in the base portion cliff cavity and the curb portion cliff cavity
The cross section of interior associated drain channel is rectangular configuration, and four angles of the rectangular configuration are rounded structure.
Preferably, the width of the main drainage channel in the base portion cliff cavity is more than in the curb portion cliff cavity
Associated drain channel width.
Preferably, base portion cliff top edge described in the subdrain opening's edge sets a row, the subdrain mouth
Upper opening area be more than lower opening area, also, be additionally provided with strainer at the lower opening of the subdrain mouth, institute
State strainer to be detachably connected in the subdrain mouth, the aperture of the strainer is 5-20mm, and the strainer pitch of holes is 3-
5mm。
Preferably, the front of curb portion cliff is additionally provided with rectangular channel, is provided with the rectangular channel detachable
Slabstone frame, and the thickness of the detachable slabstone frame is more than the positive thickness of curb portion cliff, the detachable slabstone
Frame is embedded in inside the rectangular channel simultaneously mutually to be agreed with the square edge of the rectangular channel, the middle position discharge outlet be arranged on it is described can
Dismantle in slabstone frame.
Preferably, the middle position discharge outlet is to be opened along the rectangle of the detachable slabstone frame horizontal direction parallel arrangement
Mouthful, the height of the middle position discharge outlet is 80-100mm, and the width of the middle position discharge outlet is 5-20mm.
Preferably, the connectivity part of the associated drain channel and main drainage channel is provided with outlet pass, the outlet pass
For the tetragonal body structure of upper and lower opening, strainer is provided with the upper opening of the outlet pass.
Preferably, the strainer is detachably connected at the upper opening of the outlet pass, and the hole of the strainer
Footpath is 5-20mm, and the pitch of holes of the strainer is 3-5mm.
The utility model includes at least following beneficial effect：
Combined water-drainage kerbstone described in the utility model, is arranged on the extreme lower position at urban road edge, passes through setting
Include the kerbstone body of base portion cliff, curb portion cliff, main drainage channel and associated drain channel, the base portion cliff is set
Below road surface, the main drainage channel is arranged in the cavity of base portion cliff, front and the road surface phase of curb portion cliff
To setting, and the top surface of curb portion cliff is arranged to curved-surface structure with positive junction, avoids the cutting edge of a knife or a sword of right-angle structure
Sharp property, prevents pedestrian from causing serious injury after falling accidentally；The associated drain channel is located in the cavity of curb portion cliff,
And the associated drain channel is interconnected with main drainage channel；The drainage channel is arranged at cliff internal cavities, really
The firm of drainage channel structure is protected, makes the service life of drainage channel longer, and sets cavity more to save inside kerbstone
Material, has accomplished to make the best use of everything；Setting includes the discharge outlet of low level, middle position and high-order three different heights, the subdrain
Mouth is arranged on the upper plane of base portion cliff, and the subdrain mouth and the main drainage channel in base portion cliff cavity are direct
Connection；The middle position discharge outlet is arranged on the front of curb portion cliff, and the lower edge of the middle position discharge outlet and road surface
Concordantly；The high position discharge outlet is arranged at the curved-surface structure of curb portion cliff, and the high position discharge outlet is along the curved surface
One row of structure setting, and the middle position discharge outlet and high-order discharge outlet are arranged with the auxiliary in the curb portion cliff cavity respectively
Aquaporin directly connects.When surface gathered water is less, water level is relatively low, and ponding is flowed to after subdrain mouth from road surface directly to flow
Become owner of drainage channel；When surface gathered water is more, water level is higher, when ponding flow is larger than subdrain mouth drainability,
Associated drain channel is flowed into by the lower edge middle position discharge outlet auxiliary ponding concordant with road surface, then ponding is discharged into main drainage channel；
When precipitation is more than the discharge capacity of subdrain mouth and middle position discharge outlet, lands vertically rainwater or surface gathered water can be arranged by a high position
The mouth of a river enters in associated drain channel, alleviates surface gathered water pressure.In addition the subdrain mouth is arranged on below road surface, is being protected
On the premise of demonstrate,proving evenness of road surface, surface gathered water can be emptied completely.
The further advantage, target and feature of the utility model embody part by following explanation, and part will also pass through
Research and practice to the utility model and be understood by the person skilled in the art.
Brief description of the drawings
Fig. 1 is the structure diagram of combined water-drainage kerbstone described in the utility model；
Fig. 2 is the horizontal profile structure schematic diagram of combined water-drainage kerbstone described in the utility model；
Fig. 3 is the vertical section structure diagram of combined water-drainage kerbstone described in the utility model.
Embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings, to make those skilled in the art with reference to explanation
Book word can be implemented according to this.
It should be appreciated that such as " having ", "comprising" and " comprising " term used herein are not precluded from one or more
The presence or addition of a other elements or its combination.
As depicted in figs. 1 and 2, the utility model provides a kind of combined water-drainage kerbstone, including：
Kerbstone body 1, it includes base portion cliff 2, curb portion cliff 3, main drainage channel 4 and associated drain channel 5, institute
State base portion cliff 2 to be arranged on below road surface, the main drainage channel 4 is located in the cavity of base portion cliff 4, curb portion cliff
3 front is oppositely arranged with road surface, and the top surface of curb portion cliff 3 is arranged to curved-surface structure 6 with positive junction,
The associated drain channel 5 is arranged in the cavity of curb portion cliff 3, and the associated drain channel 5 and main drainage channel 4
It is interconnected.
Discharge outlet, including subdrain mouth 7, middle position discharge outlet 8 and high-order discharge outlet 9, the subdrain mouth 7 are arranged on
The upper plane of base portion cliff 2, and the subdrain mouth 7 directly connects with the main drainage channel 4 in 2 cavity of base portion cliff
Logical, for the level height of the subdrain mouth 7 below road surface, the subdrain mouth 7 and the vertical range on road surface are 8-
15cm；The middle position discharge outlet 8 is arranged on the front of curb portion cliff 3, and the lower edge of the middle position discharge outlet 8 and road
Face is concordant；The high position discharge outlet 9 is arranged at the curved-surface structure 6 of curb portion cliff 3, and the high position discharge outlet 9 is along institute
State curved-surface structure 6 set a row, and the middle position discharge outlet 8 and a high position discharge outlet 9 respectively with 3 cavity of curb portion cliff
Interior associated drain channel 5 directly connects.
In such scheme, the kerbstone body 1 includes base portion cliff 2, curb portion cliff 3, main drainage channel 4 and auxiliary
Drainage channel 5 is helped, the base portion cliff 2 is arranged on below road surface, and the main drainage channel 4 is arranged on the cavity of base portion cliff 2
Interior, the front of curb portion cliff 3 is oppositely arranged with road surface, and the top surface of curb portion cliff 3 and positive connection
Place is arranged to curved-surface structure 6, avoids the sharp property of right-angle structure, prevents pedestrian from causing serious injury after falling accidentally；It is described
Associated drain channel 5 is located in the cavity of curb portion cliff 3, and the associated drain channel 5 is interconnected with main 4 phase of drainage channel
It is logical；Drainage channel is arranged inside cliff, it is ensured that consolidating for drainage channel structure, makes the service life of drainage channel longer；
Setting includes the discharge outlet of low level, middle position and high-order three different heights, and the subdrain mouth 7 is arranged on base portion cliff 2
Upper plane, and the subdrain mouth 7 is directly connected with the main drainage channel 4 in 2 cavity of base portion cliff；The middle position row
The mouth of a river 8 is arranged on the front of curb portion cliff 3, and the lower edge of the middle position discharge outlet 8 is concordant with road surface；The high position
Discharge outlet 9 is arranged at the curved-surface structure 6 of curb portion cliff 3, and the high position discharge outlet 9 is set along the curved-surface structure 6
One row, and the middle position discharge outlet 8 and high-order discharge outlet 9 are led to the assisted drainage in 3 cavity of curb portion cliff respectively
Road 5 directly connects.When surface gathered water is less, water level is relatively low, and ponding flows directly into after flowing to subdrain mouth from road surface
Main drainage channel 4；When surface gathered water is more, water level is higher, when ponding flow is larger than subdrain 7 drainability of mouth,
Aid in ponding to flow into associated drain channel 5 by the lower edge middle position discharge outlet 8 concordant with road surface, then ponding is discharged into main drainage channel
4；When precipitation is more than the discharge capacity of subdrain mouth 7 and middle position discharge outlet 8, land vertically rainwater or surface gathered water can be by height
Position discharge outlet 9 enters in associated drain channel 5, alleviates surface gathered water pressure.In addition the subdrain mouth 7 be arranged on road surface with
Under, on the premise of evenness of road surface is ensured, surface gathered water can be emptied completely.
In one preferred solution, the cross section and the curb portion of the main drainage channel 4 in 2 cavity of base portion cliff
The cross section of associated drain channel 5 in 3 cavity of cliff is rectangular configuration, and four angles of the rectangular configuration are circle
Corner structure.
In such scheme, the cross section of the main drainage channel 4 and associated drain channel 5 is rectangular configuration and institute
Four angles for stating rectangular configuration are rounded structure, can prevent concealing and depositing for the solid impurity in the sewage of excretion, so that
Main drainage channel 4 and associated drain channel 5 is avoided to result in blockage.
In one preferred solution, the width of the main drainage channel 4 in 2 cavity of base portion cliff is more than curb portion stone
The width of associated drain channel 5 in 3 cavity of wall.
In such scheme, the width of the main drainage channel 4 is more than the width of associated drain channel 5, the main draining
The excretion of passage 4 is more than the excretion of associated drain channel 5, to ensure that the ponding in associated drain channel 5 is discharged into master at any time
In drainage channel 4, and prevent the ponding in main drainage channel 4 from pouring in down a chimney in the associated drain channel 5.
In one preferred solution, the subdrain mouth 7 sets a row along 2 top edge of base portion cliff, described low
The upper opening area of position discharge outlet 7 is more than lower opening area, also, is also set at the lower opening of the subdrain mouth 7
Strainer 10 is equipped with, the strainer 10 is detachably connected in the subdrain mouth 8, and the aperture of the strainer 10 is 5-20mm,
10 pitch of holes of strainer is 3-5mm.
In such scheme, the upper opening area of the subdrain mouth 7 is more than lower opening area, does not limit it
Upper opening area is necessarily more than lower opening area, may be set to be upper opening and lower opening area equation；It is described
Strainer 10 is provided with the lower opening of subdrain mouth 7, the strainer 10 is arranged to be detachably connected on the subdrain
In mouth 7, restriction one, which is set to, is detachably connected in the subdrain mouth, can also be fixedly connected；The strainer 10
Aperture be 5-20mm, 10 pitch of holes of strainer is 3-5mm, can effectively prevent the solid impurity in ponding from leading into main draining
Result in blockage in road 4, while do not influence the drainage speed of subdrain mouth 7 again.
In one preferred solution, the front of curb portion cliff 3 is additionally provided with rectangular channel 11, is set in the rectangular channel 11
Detachable slabstone frame 12 is equipped with, and the thickness of the detachable slabstone frame 12 is more than 3 positive thickness of curb portion cliff,
The detachable slabstone frame 12 is embedded in the inside of rectangular channel 11 and mutually agrees with the square edge of the rectangular channel 11, in described
Position discharge outlet 8 is arranged in the detachable slabstone frame 12.
In such scheme, the middle position discharge outlet 8 is arranged in detachable slabstone frame 12, the detachable slabstone frame 12
It is arranged in 3 positive rectangular channel 11 of curb portion cliff, detachable slabstone frame 12 can be pulled down and carry out associated drain channel 5
Interior cleaning work.
In one preferred solution, the middle position discharge outlet 8 is to be arranged along detachable 12 horizontal direction parallel of slabstone frame
Rectangular aperture, the height of the middle position discharge outlet 8 is 80-100mm, and the width of the middle position discharge outlet 8 is 5-20mm.
In such scheme, the middle position discharge outlet 8 is rectangular aperture, and the middle position discharge outlet 8 is along the detachable stone
12 horizontal direction parallel of sheet frame arranges, the middle position discharge outlet 8 high 80-100mm from bottom to top, from left to right wide 5-20mm, in
Position discharge outlet 8 is sufficiently large, it can be ensured that larger displacement.
In one preferred solution, the connectivity part of the associated drain channel 5 and main drainage channel 4 is provided with outlet pass 13,
The outlet pass 13 is the tetragonal body structure of upper and lower opening, and strainer 10 is provided with the upper opening of the outlet pass 13.
In such scheme, tetragonal body structure that the associated drain channel 5 and main drainage channel 4 pass through upper and lower opening
Outlet pass 13 connects, and facilitates the ponding in associated drain channel 5 to be directly discharged into main drainage channel 4, the water flowing by outlet pass 13
Set at 13 upper openings of mouth and also have strainer 10, can prevent the solid deposits in associated drain channel 5 from entering main drainage channel 4
Inside result in blockage.
In one preferred solution, the strainer 10 is detachably connected at the upper opening of the outlet pass 13, and institute
The aperture for stating strainer 10 is 5-20mm, and the pitch of holes of the strainer 10 is 3-5mm.
In such scheme, the strainer 10 is detachably connected at the upper opening of the outlet pass 13, convenient to filter
The solid deposits that the top of strainer 10 intercepts also are cleared out of associated drain channel 5 in the lump while net 10 takes out, institute
It is sufficiently large to state the aperture of strainer 10, is 5-20mm, pitch of holes is sufficiently small, is 3-5mm, can be while certain displacement is ensured
Effectively intercept solid deposits.
Although the embodiment of the utility model is disclosed as above, it is not restricted in specification and embodiment
Listed utilization, it can be applied to the field of various suitable the utility model completely, for those skilled in the art,
Other modification is easily achieved, therefore under the universal limited without departing substantially from claim and equivalency range, this reality
Specific details is not limited to new and shown here as the legend with description.
Claims (8)
- A kind of 1. combined water-drainage kerbstone, it is characterised in that including：Kerbstone body, it includes base portion cliff, curb portion cliff, main drainage channel and associated drain channel, the base portion stone Wall is arranged on below road surface, and the main drainage channel is located in the cavity of base portion cliff, the front and road of curb portion cliff Face is oppositely arranged, and the top surface of curb portion cliff is arranged to curved-surface structure, the assisted drainage with positive junction Passage is arranged in the cavity of curb portion cliff, and the associated drain channel is interconnected with main drainage channel；Discharge outlet, including subdrain mouth, middle position discharge outlet and high-order discharge outlet, the subdrain mouth are arranged on base portion cliff Upper plane, and the subdrain mouth is directly connected with the main drainage channel in base portion cliff cavity, the low level row For the level height at the mouth of a river below road surface, the vertical range on the subdrain mouth and road surface is 8-15cm；The middle position draining Mouth is arranged on the front of curb portion cliff, and the lower edge of the middle position discharge outlet is concordant with road surface；The high position draining Mouth is arranged at the curved-surface structure of curb portion cliff, and the high position discharge outlet sets a row along the curved-surface structure, and The middle position discharge outlet and high-order discharge outlet are directly connected with the associated drain channel in the curb portion cliff cavity respectively.
- 2. combined water-drainage kerbstone as claimed in claim 1, it is characterised in that the main draining in the base portion cliff cavity The cross section of passage and the cross section of the associated drain channel in the curb portion cliff cavity are rectangular configuration, and institute Four angles for stating rectangular configuration are rounded structure.
- 3. combined water-drainage kerbstone as claimed in claim 1 or 2, it is characterised in that the master in the base portion cliff cavity The width of drainage channel is more than the width of the associated drain channel in the curb portion cliff cavity.
- 4. combined water-drainage kerbstone as claimed in claim 1, it is characterised in that base portion stone described in the subdrain opening's edge Wall top edge sets a row, and the upper opening area of the subdrain mouth is more than lower opening area, also, the low level Strainer is additionally provided with the lower opening of discharge outlet, the strainer is detachably connected in the subdrain mouth, the strainer Aperture be 5-20mm, the strainer pitch of holes is 3-5mm.
- 5. combined water-drainage kerbstone as claimed in claim 1, it is characterised in that the front of curb portion cliff is also set up There is rectangular channel, detachable slabstone frame is provided with the rectangular channel, and the thickness of the detachable slabstone frame is more than the road The positive thickness of edge cliff, the detachable slabstone frame be embedded in inside the rectangular channel and with the square edge of the rectangular channel Mutually agree with, the middle position discharge outlet is arranged in the detachable slabstone frame.
- 6. combined water-drainage kerbstone as claimed in claim 5, it is characterised in that the middle position discharge outlet is along described removable The rectangular aperture of slabstone frame horizontal direction parallel arrangement is unloaded, the height of the middle position discharge outlet is 80-100mm, the middle position row The width at the mouth of a river is 5-20mm.
- 7. combined water-drainage kerbstone as claimed in claim 1, it is characterised in that the associated drain channel leads to main draining The connectivity part in road is provided with outlet pass, and the outlet pass is the tetragonal body structure of upper and lower opening, the upper opening of the outlet pass Place is provided with strainer.
- 8. combined water-drainage kerbstone as claimed in claim 7, it is characterised in that the strainer is detachably connected on described logical At the upper opening at the mouth of a river, and the aperture of the strainer is 5-20mm, and the pitch of holes of the strainer is 3-5mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721233721.2U CN207295949U (en) | 2017-09-25 | 2017-09-25 | Combined water-drainage kerbstone |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721233721.2U CN207295949U (en) | 2017-09-25 | 2017-09-25 | Combined water-drainage kerbstone |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207295949U true CN207295949U (en) | 2018-05-01 |
Family
ID=62439429
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721233721.2U Expired - Fee Related CN207295949U (en) | 2017-09-25 | 2017-09-25 | Combined water-drainage kerbstone |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207295949U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110205898A (en) * | 2019-06-03 | 2019-09-06 | 东莞市颐和园林建设工程有限公司 | A kind of town road discharge structure |
| CN112962388A (en) * | 2021-02-07 | 2021-06-15 | 南京城建设计研究院有限公司 | Sponge city semi-permeable water channel structure utilizing original road structure |
| CN113564979A (en) * | 2021-07-16 | 2021-10-29 | 程洋 | Road tooth drainage device for road |
-
2017
- 2017-09-25 CN CN201721233721.2U patent/CN207295949U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110205898A (en) * | 2019-06-03 | 2019-09-06 | 东莞市颐和园林建设工程有限公司 | A kind of town road discharge structure |
| CN112962388A (en) * | 2021-02-07 | 2021-06-15 | 南京城建设计研究院有限公司 | Sponge city semi-permeable water channel structure utilizing original road structure |
| CN113564979A (en) * | 2021-07-16 | 2021-10-29 | 程洋 | Road tooth drainage device for road |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180501 Termination date: 20190925 |
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| CF01 | Termination of patent right due to non-payment of annual fee |