CN201010847Y - L-shaped curbing - Google Patents
L-shaped curbing Download PDFInfo
- Publication number
- CN201010847Y CN201010847Y CNU2007201406766U CN200720140676U CN201010847Y CN 201010847 Y CN201010847 Y CN 201010847Y CN U2007201406766 U CNU2007201406766 U CN U2007201406766U CN 200720140676 U CN200720140676 U CN 200720140676U CN 201010847 Y CN201010847 Y CN 201010847Y
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- road kerb
- stone
- rhone
- utility
- horizontal
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Abstract
The utility model relates to an L shaped kerb which belongs to road kerb domain. The utility model comprises a transverse rock and an upright rock which is vertical and fixed with the transverse rock. The utility model is characterized in that the upper end surface of the transverse rock is provided with a water draining groove; and the bottom part of the water draining groove is provided with a water draining hole which runs though the transverse rock. The utility model can make the L shaped road have a simple structure and strong and endurable use, bringing convenience to drainage of water; the utility model can effectively save the virescence earth resources; and the utility model is applicable to urban road, virescence building and high way building.
Description
Technical field
The utility model belongs to build the road uses the road kerb field, particularly a kind ofly sluice conveniently, high-strength durable road kerb.
Background technology
Road kerb usually is used in the urban road construction, and common road kerb is the perpendicular stone of independent body, need be used in combination with the horizontal stone that separates during use.This road kerb in that receive under the situation of very little external force will run-off the straight even break away from original position, loses the effect of road kerb easily.Thereupon, people develop the horizontal stone in roadside and the road kerb that perpendicular stone combines, and a side of horizontal stone is the perpendicular stone perpendicular to horizontal stone, and the two adopts integral casting forming, has good upright and firm performance.But this kind road kerb is not owing to there is a drainage system, as rainy day during gas, can occur the situation of impeded drainage on the road in road kerb, and pedestrian's driving is all brought inconvenience.In addition, the difference in height between common road kerb and the horizontal stone plane is bigger, and the road kerb outside needs the greening of heavily filling out very big with the soil amount, and this afforests preferably to bring for soil property and says, bigger increase the greening cost, also soil resource is caused certain waste.
The utility model content
The L shaped road kerb that main purpose of the present utility model is to provide a kind of convenience that sluices, fastness height, effectively economizes on resources, impeded drainage, the stress performance that has solved existing road kerb is poor, greenbelt is with the big problem of soil amount.
For achieving the above object, the technical solution adopted in the utility model is as follows:
A kind of L shaped road kerb comprises horizontal stone and the perpendicular perpendicular stone that is fixed as one, and it is characterized in that the upper surface of described horizontal stone is provided with rhone, and the rhone bottom is provided with the drain hole that connects horizontal stone.
Described rhone is parallel to the perpendicular cubic meter of stone to the arc groove that is provided with, and rhone is positioned at middle part, horizontal stone upper surface.
The width on the horizontal stone plane of described rhone both sides is 3-5cm, the bottom of perpendicular stone and the lower surface level of horizontal stone.
The bottom surface of described road kerb is provided with the steel fibre stratum reticulare, and the steel fibre stratum reticulare is attached on the road kerb bottom surface.
The cross section of described rhone is an arc, and the arc height is 2-3cm, and the arc chord length is 10-15cm.
Described rhone bottom is the distribution drain hole evenly, and drain hole connects perpendicular to horizontal stone.
The width of described L shaped road kerb is 25-30cm, and horizontal stone height is 8-12cm, and perpendicular stone height is 15-20cm.
The drain hole port of described road kerb bottom is connected with the gutter that communicates with drainage pipeline.
The rhone of this L shaped road kerb and perpendicular stone be arranged in parallel, rhone is positioned at the middle part of horizontal stone, with the marginal portion of perpendicular stone one segment distance is arranged, adopt the distance of 5-8cm in the preferred version, silt on the road kerb scarcely can flow to rhone and block drain hole like this, and the road kerb that this segment structure is set has mechanical property preferably, with respect to the road kerb of rhone near perpendicular stone setting, the perpendicular stone and the rupture strength between horizontal stone of this road kerb are bigger, more not easy fracture, the damage etc. of road kerb with this structure.
The height of general road kerb is 25-35cm, and the road kerb height that designs in the utility model scheme is 13-20cm, and than the low 5-22cm of general road kerb, required earth is than the low 5-22cm of general road kerb, and under such situation, the earth amount ratio of saving is bigger.
Rhone is arranged on horizontal stone part upper surface in the utility model scheme, and current can be pooled in the rhone to release or to flow to drainage pipe from drain hole and discharge.So just solved the problem of ponding on road surface or the road kerb.For the ease of the installation of road kerb and the setting of drainage pipe, can connect gutter at road kerb rhone lower port place, with the draining drainage to drainage pipe.
This L shaped road kerb can adopt precast concrete to pour into mould to carry out moulding by casting, for bulk strength and the horizontal stone rupture strength partly that increases road kerb, can attach in the bottom surface of road kerb one deck steel fibre stratum reticulare is set, this steel fibre stratum reticulare can be cast in the bottom of road kerb, also can be close to the road kerb bottom surface and be provided with.When this road kerb was carried out installation, the horizontal stone of making of L shaped road kerb partly is tiled in trackside or a little less than the road surface, rhone and road direction be arranged in parallel, and the perpendicular stone part of the L shaped road kerb outside can be provided with greenbelt or sidewalk.Because the perpendicular stone height of this road kerb is starkly lower than existing perpendicular stone height, and the depth of fill of conventional greenbelt will be consistent with the height of perpendicular stone, this will effectively reduce the depth of fill of greenbelt, thereby in the condition decline light fill amount that guarantees not influence the greenbelt plant growing.
The beneficial effects of the utility model are, this L shaped road kerb simple in structure, high-strength durable, sluice convenient, can effectively save greening and use soil resource, can be widely used in urban road, afforestation construction and the highway construction.
Description of drawings
Below in conjunction with the drawings and specific embodiments the utility model is further elaborated.
Fig. 1 is the perspective view of the utility model road kerb;
Fig. 2 is the another perspective view of the utility model road kerb.
The specific embodiment
Embodiment 1 is as Fig. 1, and this L shaped road kerb comprises horizontal stone 1 and the perpendicular perpendicular stone 2 that is fixed as one, and the width of L shaped road kerb is 30cm, and length is 60cm, and horizontal stone height is 8cm, and perpendicular stone height is 15cm.The upper surface of this horizontal stone is provided with rhone 3, and the cross section of this rhone is an arc, and the arc height is 2cm, and the arc chord length is 15cm.This rhone is parallel to the perpendicular cubic meter of stone to setting, and rhone is positioned at middle part, horizontal stone upper surface.The width on the horizontal stone plane of these rhone both sides is 5cm, the bottom of perpendicular stone and the lower surface level of horizontal stone.The rhone bottom evenly distributes 3 drain holes 4 is set, and drain hole vertically runs through horizontal stone.
Although embodiment of the present utility model is open as above, but it is not restricted to listed utilization in manual and the embodiment, it can be applied to the various fields of the present utility model that are fit to fully, for those skilled in the art, can easily realize other modification, therefore under the universal that does not deviate from claim and equivalency range and limited, the legend that the utility model is not limited to specific details and illustrates here and describe.
Claims (8)
1. a L shaped road kerb comprises horizontal stone and the perpendicular perpendicular stone that is fixed as one, and it is characterized in that the upper surface of described horizontal stone is provided with rhone, and the rhone bottom is provided with the drain hole that connects horizontal stone.
2. a kind of L shaped road kerb according to claim 1 is characterized in that described rhone is parallel to the perpendicular cubic meter of stone to the arc groove that is provided with, and rhone is positioned at middle part, horizontal stone upper surface.
3. a kind of L shaped road kerb according to claim 2 is characterized in that the width on the horizontal stone plane of described rhone both sides is 3-5cm, the bottom of perpendicular stone and the lower surface level of horizontal stone.
4. a kind of L shaped road kerb according to claim 1 is characterized in that the bottom surface of described road kerb is provided with the steel fibre stratum reticulare, and the steel fibre stratum reticulare is attached on the road kerb bottom surface.
5. a kind of L shaped road kerb according to claim 1, the cross section that it is characterized in that described rhone is an arc, and the arc height is 2-3cm, and the arc chord length is 10-15cm.
6. a kind of L shaped road kerb according to claim 1 is characterized in that evenly distribution drain hole of described rhone bottom, and drain hole connects perpendicular to horizontal stone.
7. a kind of L shaped road kerb according to claim 1, the width that it is characterized in that described L shaped road kerb is 25-30cm, and horizontal stone height is 8-12cm, and perpendicular stone height is 15-20cm.
8. a kind of L shaped road kerb according to claim 1 is characterized in that the drain hole port of described road kerb bottom is connected with the gutter that communicates with drainage pipeline.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201406766U CN201010847Y (en) | 2007-03-21 | 2007-03-21 | L-shaped curbing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201406766U CN201010847Y (en) | 2007-03-21 | 2007-03-21 | L-shaped curbing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201010847Y true CN201010847Y (en) | 2008-01-23 |
Family
ID=39045791
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007201406766U Expired - Fee Related CN201010847Y (en) | 2007-03-21 | 2007-03-21 | L-shaped curbing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201010847Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103184718A (en) * | 2011-12-30 | 2013-07-03 | 北京仁创科技集团有限公司 | Kerbstone |
| CN109695191A (en) * | 2019-01-18 | 2019-04-30 | 广州城建职业学院 | Gardens anti-climbing curb construction structure and its construction method |
| CN110387782A (en) * | 2019-08-21 | 2019-10-29 | 广州市第二市政工程有限公司 | The kerbstone and its construction method of a kind of assembled from porous asphalt pavement |
-
2007
- 2007-03-21 CN CNU2007201406766U patent/CN201010847Y/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103184718A (en) * | 2011-12-30 | 2013-07-03 | 北京仁创科技集团有限公司 | Kerbstone |
| CN103184718B (en) * | 2011-12-30 | 2015-09-16 | 北京仁创科技集团有限公司 | A kind of road kerb |
| CN109695191A (en) * | 2019-01-18 | 2019-04-30 | 广州城建职业学院 | Gardens anti-climbing curb construction structure and its construction method |
| CN109695191B (en) * | 2019-01-18 | 2024-03-19 | 广州城建职业学院 | Anti-climbing curb construction structure for gardens and construction method thereof |
| CN110387782A (en) * | 2019-08-21 | 2019-10-29 | 广州市第二市政工程有限公司 | The kerbstone and its construction method of a kind of assembled from porous asphalt pavement |
| CN110387782B (en) * | 2019-08-21 | 2021-06-15 | 广州市第二市政工程有限公司 | Curb of assembled self-drainage asphalt pavement and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20080123 |