CN103806359A - Drainage curbstone - Google Patents
Drainage curbstone Download PDFInfo
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- CN103806359A CN103806359A CN201410041949.6A CN201410041949A CN103806359A CN 103806359 A CN103806359 A CN 103806359A CN 201410041949 A CN201410041949 A CN 201410041949A CN 103806359 A CN103806359 A CN 103806359A
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 75
- 238000000034 method Methods 0.000 abstract description 6
- 230000001419 dependent effect Effects 0.000 abstract 1
- 101100366940 Mus musculus Stom gene Proteins 0.000 description 20
- 238000005266 casting Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 6
- 238000007789 sealing Methods 0.000 description 6
- 238000013461 design Methods 0.000 description 4
- 238000009825 accumulation Methods 0.000 description 3
- 230000006378 damage Effects 0.000 description 3
- 206010039203 Road traffic accident Diseases 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000002360 explosive Substances 0.000 description 1
- 238000011010 flushing procedure Methods 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- JEGUKCSWCFPDGT-UHFFFAOYSA-N h2o hydrate Chemical compound O.O JEGUKCSWCFPDGT-UHFFFAOYSA-N 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000010992 reflux Methods 0.000 description 1
- 238000009418 renovation Methods 0.000 description 1
- 238000007665 sagging Methods 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- IHQKEDIOMGYHEB-UHFFFAOYSA-M sodium dimethylarsinate Chemical class [Na+].C[As](C)([O-])=O IHQKEDIOMGYHEB-UHFFFAOYSA-M 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
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Abstract
The invention discloses a drainage curbstone which comprises a base component buried under the road surface, and a top cover component buckled on the base component, wherein a groove chamber is formed between the top cover component and the base component; the groove chamber extends in the length direction of the curbstone, and is used for drainage; the top cover component is provided with a water inlet cylinder chamber which is perpendicular to the length direction of the curbstone; the water inlet cylinder chamber is communicated with the groove chamber; the lowest surface of the inlet of the water inlet cylinder chamber is not higher than the road surface; and the water inlet cylinder chamber is used for introducing water accumulated on the road surface into the groove chamber. The drainage curbstone can assist or replace the existing gutter inlets to perform drainage operation, thereby improving the following technical problems in the existing drainage method simply dependent on the road surface gutter inlets: the gutter inlets can be easily blocked, the grates can be easily pilfered, the road surface can be easily destroyed and the like.
Description
Technical field
The present invention relates to road infrastructure field, relate in particular to a kind of road kerb with the drain function that regulates the gradient.
Background technology
Road drainage is closely bound up with everyone, is the another notable feature of international metropolis, draining not in time, drainage pattern select wrong, all can give society, bring unnecessary trouble to the people.As the wet trouser legs of walking, car are crossed and are spattered body mud etc.
Existing drainage pattern is by the ponding of pavement runoff, along road kerb by road radial conduction and come together in inlet for stom water place, is imported sewer and reached the object of draining by inlet for stom water, radially refers to the length direction perpendicular to road.Existing drainage pattern at least has following defect:
One, for guarantee road surface as far as possible, viaduct, the planeness of viaduct and intensity, the quantity of inlet for stom water must be the least possible, be that adjacent inlet for stom water spacing setting is larger, 30～50 meters of general spacing, therefore, in the process of collecting at surface runoff, surface gathered water can collect fallen leaves etc., and surface gathered water need to could arrive inlet for stom water along the mobile longer distance of road surface length direction, in flow process, fallen leaves more accumulation are more, cause fallen leaves that stack increasing face occurs, in the time flowing to inlet for stom water, a large amount of fallen leaves of accumulating tend to the grate of inlet for stom water to stick with paste, blocking-up or reduced draining.
Its two, current grate mostly adopts metal to make, stolen phenomenon takes place frequently, once grate is stolen, is exposed to outer inlet for stom water and easily causes traffic accident.
Three,, for playing drainage, inlet for stom water is traditionally arranged to be lower than road surface, in the time of the unexpected sagging inlet for stom water of vehicle process, will certainly produce certain momentum, after certain hour, this momentum must cause the destruction of inlet for stom water edge road, and then causes pavement damage.
Four, existing roads rain inlet dimensions is mostly 670 × 370mm, grate span 2.6mm, and in the time that surface gathered water water more reaches 10cm, this grate gutter inlet is only that water is received in front 2 row grate holes, all the other grate holes do not have any effect.
Based on this, the invention provides a kind of water drainage curb, this water drainage curb can assist even to replace existing inlet for stom water and carry out draining, and then improves and even avoided the problems referred to above.
Summary of the invention
The object of this invention is to provide a kind of water drainage curb, this water drainage curb can assist or replace existing inlet for stom water and carry out draining, and then has improved easily stolen, the road surface technical problem such as easily go to pot of the existing easy obstruction of depending merely on the draining of rainwater on road surface mouth, grate.
Based on above-mentioned purpose, the invention provides a kind of water drainage curb, this road kerb comprises the basic component being embedded in below road surface, and comprises the top component being fastened on described basic component, wherein:
Between described top component and described basic component, be formed with vallecular cavity, described vallecular cavity stretches along the length direction of described road kerb, for draining;
Described top component has the flooding tube chamber perpendicular to described road kerb length direction, and described flooding tube chamber is communicated with described vallecular cavity, and the entrance lowest surfaces in described flooding tube chamber is not higher than road surface, for surface gathered water being introduced to described vallecular cavity.
Preferably, described flooding tube chamber is set to multiple, arranges side by side in multiple described flooding tubes chamber.
Preferably, the entrance shape in described flooding tube chamber is tabular.
Preferably, described basic component and described top component have respectively the buckling surface that can corresponding snap together, on described buckling surface, be respectively arranged with open slot, the corresponding setting of described open slot of described basic component and described top component, for being buckled into described vallecular cavity.
Preferably, described open slot grooved is half ellipse, and described oval-shaped major diameter is perpendicular to road surface.
Preferably, described open slot grooved is half ellipse, and the described oval-shaped major diameter of the described open slot grooved of described basic component is perpendicular to road surface, the described oval-shaped major diameter conllinear of the described open slot grooved of its minor axis and described top component.
Preferably, described road kerb also comprises the connecting elements between described top component and described basic component, wherein:
On the buckling surface of described basic component and described top component, be respectively arranged with locating groove, described locating groove stretches along the length direction of described road kerb, and described locating groove symmetry arrangement is on notch limit, the both sides of corresponding described open slot;
Described connecting elements is strip structure, and it is inserted in the described locating groove of described basic component and described top component, for connecting the described basic component in location and described top component.
Preferably, the waist of described connecting elements is symmetrically arranged with protuberance, and described protuberance pad is contained between described basic component and described top component.
Preferably, described protuberance increases progressively along one end to the thickness of the other end of described road kerb length direction, for height one timing of described top component, the bottom land height of described vallecular cavity is declined gradually.
Preferably, described basic component is rectangular build, and one of them length and width face is described buckling surface; Answer in contrast, described top component is rectangular build, and one of them length and width face is described buckling surface, and another length and width mask relative with described buckling surface has riser portion, and the entrance in described flooding tube chamber is positioned in described riser portion.
In sum, water drainage curb provided by the invention, has vallecular cavity and flooding tube chamber, and surface gathered water is laterally caused in radial slot chamber by edge, flooding tube chamber, laterally refers to perpendicular to road length direction, via vallecular cavity, water is drained.
Water drainage curb of the present invention is in the time of draining, by the flooding tube chamber of road kerb, can realize, by instant the ponding of pavement runoff being flowed in vallecular cavity along horizontal by flooding tube chamber, lateral flow distance is than radially short, long distance radially flows along road surface to have avoided ponding, and then has avoided the accumulation stack of fallen leaves, to a certain degree avoided stopped up with fallen leaves and the problem that causes draining to be obstructed.
Further, water drainage curb of the present invention can complete independently draining, therefore, on the highway that is provided with water drainage curb of the present invention, can not affect on the basis of drainage channel clear, inlet for stom water sealing built flat, and then improve planeness and the intensity on road surface, effectively avoid inlet for stom water depression and be subject to vehicular impact and damage the problem on road surface, the application life of having improved highway; And, can remove grate, and then save highway construction cost, and effectively avoid the stolen problem of grate, and avoid, after grate is stolen, cause inlet for stom water to expose and cause the problem of traffic accident.
Further, water drainage curb of the present invention, the gradient thickness design of the protuberance by connecting elements, has realized vallecular cavity and has had along its length certain height fall, has guaranteed water circulate in vallecular cavity.
Accompanying drawing explanation
Fig. 1 is the structural representation (sectional view shows road surface) of the embodiment of the present invention one;
Fig. 2 is the structural representation (sectional view) of the embodiment of the present invention two;
Fig. 3 is the structural representation (explosive view) of the embodiment of the present invention two;
Fig. 4 is the structural representation (sectional view) of the embodiment of the present invention three;
Fig. 5 is the structural representation (left view) of the embodiment of the present invention three;
Fig. 6 is the structural representation (sectional view) of the embodiment of the present invention four.
The specific embodiment
For making the object, technical solutions and advantages of the present invention clearer, below in conjunction with accompanying drawing, embodiment of the present invention is described further in detail.
Embodiment mono-
Referring to Fig. 1, this embodiment discloses a kind of water drainage curb, and this road kerb comprises and is embedded in the basic component 100 of road surface below 10, and comprises the top component 200 being fastened on described basic component 100.
Between described top component 200 and described basic component 100, be formed with vallecular cavity 300, described vallecular cavity 300 stretches along the length direction of described road kerb, for draining; Described top component 200 has the flooding tube chamber 400 perpendicular to described road kerb length direction, described flooding tube chamber 400 is communicated with described vallecular cavity 300, and, described flooding tube chamber 400 entrance lowest surfaces not higher than road surface 10, for the ponding on road surface 10 is introduced to described vallecular cavity 300, the water (flow) direction on road surface 10 as shown by the arrows in Figure 1.
In this embodiment, the entrance in described flooding tube chamber 400 is positioned on described top component 200.Add man-hour in specific design, entrance that also can described flooding tube chamber 400 is set on basic component 100, as long as the lowest surfaces of entrance that meets described flooding tube chamber 400 is not higher than road surface 10.
Described road kerb is fastened and is integrated by basic component 100 and top component 200, and basic component 100 and top component 200 are respectively prefabricated component, for example, can be but be not limited to concrete precast element.The structure of road kerb pin-connected panel, has simplified the casting mould complexity of road kerb, has reduced the casting difficulty of prefabricated component.
Described vallecular cavity 300 can be positioned on described top component 200, also can be to be positioned on described basic component 100, in this embodiment, be simplified processing process, described vallecular cavity 300 is set to: fastened and formed by the open slot 110 on open slot 110 and top component 200 on basic component 100.; described basic component 100 and described top component 200 have respectively the buckling surface 120 that can corresponding snap together; on described buckling surface 120, be respectively arranged with open slot 110; the corresponding setting of described open slot 110 of described basic component 100 and described top component 200, for being buckled into described vallecular cavity 300.
Described open slot 110 is deep-slotted chip breaker, and to realize, the vallecular cavity 300 forming is round and smooth without corner angle, prevents edges and corners accumulation sediment and stops up described vallecular cavity 300.In this embodiment, institute is preferred, described open slot 110 grooveds of described basic component 100 and described top component 200 are respectively ellipse half, the vallecular cavity 300 being buckled into, its chamber type is complete ellipse on the whole, this oval-shaped major diameter is perpendicular to road surface, and its minor axis is parallel to road surface, accordingly, make described vallecular cavity 300 there is narrow and dark feature, to improve drainage effect.
The shape of described basic component 100 and described top component 200 can arrange flexibly, as long as meet the strip of growing up on the whole, and the monnolithic case of the integral structure being buckled into meets the shape requirement of road kerb.In this embodiment, assembled for the ease of fastening, preferred: described basic component 100 is set to rectangular build, and one of them length and width face is described buckling surface 120, answer in contrast, described top component 200 is rectangular build, one of them length and width face is described buckling surface 120, another length and width mask relative with described buckling surface 120 has riser portion 210, the entrance in described flooding tube chamber 400 is positioned in described riser portion 210, for guaranteeing that the entrance in described flooding tube chamber 400 exposes bottom surface, and on this basis, the entrance least significant end in described flooding tube chamber 400 lower than or etc. higher than road surface 10, and for guaranteeing that the outlet in described flooding tube chamber 400 is communicated with the top of described vallecular cavity 300, prevent that aqueous reflux in vallecular cavity 300 is to road surface 10.
This embodiment in when application, for example, on a certain road section surface 10, can only arrange a road kerb, the length of this road kerb and this road section surface 10 equal in length.Also can be, adopt multiple road kerbs to splice along its length use, between adjacent described road kerb, adopt fourth of the twelve Earthly Branches tenon type structure end face or stepped construction end face to realize seam crossing sealing, or adopt filling jointing agent to realize seam crossing sealing, it is an overall chamber that the vallecular cavity 300 of each road kerb is communicated with.The road kerb tail end of whole road section surface 10, described vallecular cavity 300 ports are communicated with sewer by modes such as pipelines, for the water in vallecular cavity 300 is introduced to sewer.
Embodiment bis-
Referring to Fig. 2～Fig. 3, this embodiment also discloses a kind of water drainage curb, the water drainage curb of this embodiment is the further improvement on the basis of embodiment mono-, and the disclosed technical scheme of embodiment mono-also belongs to the present embodiment, and the published technical scheme of embodiment mono-is no longer repeated in this description.
Particularly, this embodiment, on the basis of embodiment mono-, has set up connecting elements 500, and described connecting elements 500 is between described top component 200 and described basic component 100, for realizing being connected and fixed of described top component 200 and described basic component 100, prevent its dislocation.
On the buckling surface 120 of described basic component 100 and described top component 200, be respectively arranged with locating groove 121, described locating groove 121 stretches along the length direction of described road kerb, and described locating groove 121 symmetry arrangement are on notch limit, the both sides of corresponding described open slot 110.Described connecting elements 500 is strip structure, is specially the plate profile structure of strip, and it is inserted in the described locating groove 121 of described basic component 100 and described top component 200, for connecting the described basic component 100 in location and described top component 200.As shown in FIG., on the basic component 100 of this road kerb, be provided with two locating grooves 121, on described top component 200, be also provided with two locating grooves 121, described two locating grooves 121 of described basic component 100 and described two locating grooves 121 corresponding setting one by one on described top component 200, the length of the length of described connecting elements 500 and locating groove 121, the length of road kerb is identical, the groove width of the thickness of described connecting elements 500 and locating groove 121 is close, the width of described connecting elements 500 is greater than the groove depth of described locating groove 121, also be, after two described connecting elementss 500 are inserted into respectively on described basic component 100, described connecting elements 500 is above the buckling surface 120 of described basic component 100, then, described top component 200 is fastened on described basic component 100, make two locating grooves 121 of described top component 200 be set on two described connecting elementss 500 that exceed buckling surface.Accordingly, this connecting elements 500 can by described top component 200 and described basic component 100 is sealed be integrated, and prevents its transversion malposition, and can play sealing effectiveness, prevents that the seam crossing between described top component 200 and described basic component 100 from leaking.
Separately, in this embodiment, institute is preferred, and it is multiple that described flooding tube chamber 400 is set to, and referring to Fig. 3, arrange side by side in multiple described flooding tubes chamber 400, enters the efficiency of vallecular cavity 300 to improve diversion.The entrance in described flooding tube chamber 400 is tabular, be used for preventing that the foreign material such as fallen leaves from flowing into vallecular cavity 300 with water, preferably be set to rectangle, a described rectangular long limit is pressed close to and is parallel to road surface 10, and the shorter broadside of its length is perpendicular to road surface 10, and another is long outlying from road surface 10, and be set to fillet away from the long limit on road surface and the angle of two broadsides, also, in figure, two of rectangular belows drift angle is right angle, two drift angles in top are fillet, to improve its structural strength.
Embodiment tri-
Referring to Fig. 4～5, this embodiment also discloses a kind of water drainage curb, the water drainage curb of this embodiment is the further improvement on the basis of embodiment bis-, and the disclosed technical scheme of embodiment bis-also belongs to the present embodiment, and the published technical scheme of embodiment bis-is no longer repeated in this description.
Particularly, this embodiment improves connecting elements 500.The waist of described connecting elements 500 is symmetrically arranged with protuberance 510.
Referring to Fig. 4, described protuberance 510 is preferably set to plate profile structure, has the described connecting elements 500 of protuberance 510, and its lateral cross section is cross on the whole.
Described protuberance 510 pads are contained between described basic component 100 and described top component 200, and the outermost end of described protuberance 510 protrusion directions, corresponding flushing in the lateral surface of described road kerb and the chamber wall of described vallecular cavity 300, to realize the compact overall structure of road kerb respectively.That is to say, the vertical portion of described connecting elements 500 is inserted into respectively in the locating groove 121 of described top component 200 and described basic component 100, the lateral part of described connecting elements 500 is also that protuberance 510 pads are contained between described top component 200 and described basic component 100.Accordingly, further improved the sealing effectiveness of connecting elements 500.
Referring to Fig. 5, preferably, described protuberance 510 one end along its length to the thickness of the other end increases progressively, to realize, described vallecular cavity 300(is as shown in phantom in Figure 5) chamber height increased progressively by one end to the other end, when road kerb is embedded in roadside, its whole height is consistent, also, the height of described top component 200 is consistent, based on this, the bottom land of described vallecular cavity 300 is declined gradually, and then realized, the bottom land of described vallecular cavity 300 has certain drop, for realizing water interior smooth and easy the flowing of vallecular cavity 300.According to test, the design of height fall, can effectively guarantee draining from clear stream speed 0.7m/s, and the grooved of arc opening groove, can make the intensity of concrete precast element reach C30.
Embodiment tetra-
Referring to Fig. 6, this embodiment also discloses a kind of water drainage curb, the water drainage curb of this embodiment is the further improvement on the basis of embodiment tri-, and the disclosed technical scheme of embodiment tri-also belongs to the present embodiment, and the published technical scheme of embodiment tri-is no longer repeated in this description.
Particularly, this embodiment improves the chamber type of the vallecular cavity 300 in embodiment tri-, also, the grooved of open slot 110 has been carried out to further improvement.In the description of embodiment mono-, narrow with the dark elliptical shape of embodiment mono-has relative preferably drainage effect, but the casting mould relative complex of narrow and dark oval vallecular cavity 300, in the time of concrete operation, the half of the general not enough groove depth of the depth of water in vallecular cavity 300.Based on this, this embodiment improves the shape of the open slot of top component 200 110, is set to wide and shallow arc, realizes with this, on the basis of guaranteeing drainage effect, further reduces casting difficulty.
Described open slot 110 grooveds of described basic component 100 and described top component 200 are respectively ellipse half, the described oval-shaped major diameter of described open slot 110 grooveds of described basic component 100 is perpendicular to road surface, the described oval-shaped major diameter conllinear of described open slot 110 grooveds of its minor axis and described top component 200.
Referring to Fig. 6, the described open slot 110 of described basic component 100 is identical with the shape of embodiment tri-, repeats no more.The described ellipse of described open slot 110 grooveds of described top component 200, the oval-shaped minor axis of the described open slot 110 of its major diameter and described basic component 100 is same straight line.Realized accordingly, the described open slot 110 of described basic component 100 has narrow and dark feature, and to play drainage effect, the grooved of the described open slot 110 of described top component 200 has wide and shallow feature, to reduce casting difficulty.
To sum up, water drainage curb as its name suggests, can be worked as road kerb and can be used as again drainage.Under its mating reaction by described flooding tube chamber 400 and described vallecular cavity 300, can realize the timely eliminating of road surface 10 water; By the split-type design of described top component 200, described basic component 100, can effectively reduce the difficulty of casting; By the unique texture of connecting elements 500, can effectively improve the locking effect between described top component 200 and described basic component 100 and improve the sealing effectiveness of seam, make the bottom land of described vallecular cavity 300 there is certain height fall simultaneously, realize the water automatic flowing in vallecular cavity 300.Can be by flooding tube chamber 400 to the interior artificial recharge of vallecular cavity 300, use dredging jet car simultaneously, vallecular cavity is rinsed, special water filling also can be set on road kerb and clean entrance.
Separately, it is pointed out that water drainage curb of the present invention, in the time of concrete application, can be set to linearly on the whole, to be applicable to the road of orthoscopic, also can be set to be on the whole arc shaped, bending-like, different form etc., be applicable to respectively rotary island, crossing, special-shaped road etc. turn round.
Future world new product, new technology, new material, new method can emerge in an endless stream, and up-to-date Beijing's standard of drainage rises to 3 years reconstruction phases by 1 year reconstruction phase of work of flood prevention.The receipts outlet capacity of road enters inlet for stom water by surface runoff and realizes, and receives water if carry out renovation and utilization road kerb, can improve and receive water rate and bleeder quantity, can solve again the reconstruction phase to promote this difficult problem.In existing rain-water drainage system, the drainage outlet of inlet for stom water joins by PVC and each water drainage curb outfall, with the old inlet for stom water of foaming soil filling, just can avoid 30 meters～50 meters phenomenons that just have a hollow pocket (inlet for stom water), road smooth, clean and tidy, can realize the generation that simultaneously also greatly reduces leaf and stick with paste grate gutter inlet.
The foregoing is only preferred embodiment of the present invention, be not intended to limit protection scope of the present invention.All any modifications of doing within the spirit and principles in the present invention, be equal to replacement, improvement etc., be all included in protection scope of the present invention.
Claims (10)
1. a water drainage curb, is characterized in that, this road kerb comprises the basic component being embedded in below road surface, and comprises the top component being fastened on described basic component, wherein:
Between described top component and described basic component, be formed with vallecular cavity, described vallecular cavity stretches along the length direction of described road kerb, for draining;
Described top component has the flooding tube chamber perpendicular to described road kerb length direction, and described flooding tube chamber is communicated with described vallecular cavity, and the entrance lowest surfaces in described flooding tube chamber is not higher than road surface, for surface gathered water being introduced to described vallecular cavity.
2. water drainage curb according to claim 1, is characterized in that, described flooding tube chamber is set to multiple, arranges side by side in multiple described flooding tubes chamber.
3. water drainage curb according to claim 2, is characterized in that, the entrance shape in described flooding tube chamber is tabular.
4. water drainage curb according to claim 1, it is characterized in that, described basic component and described top component have respectively the buckling surface that can corresponding snap together, on described buckling surface, be respectively arranged with open slot, the corresponding setting of described open slot of described basic component and described top component, for being buckled into described vallecular cavity.
5. water drainage curb according to claim 4, is characterized in that, described open slot grooved is half ellipse, and described oval-shaped major diameter is perpendicular to road surface.
6. water drainage curb according to claim 4, it is characterized in that, described open slot grooved is half ellipse, the described oval-shaped major diameter of the described open slot grooved of described basic component is perpendicular to road surface, the described oval-shaped major diameter conllinear of the described open slot grooved of its minor axis and described top component.
7. according to the water drainage curb described in claim 1-6 any one, it is characterized in that, described road kerb also comprises the connecting elements between described top component and described basic component, wherein:
On the buckling surface of described basic component and described top component, be respectively arranged with locating groove, described locating groove stretches along the length direction of described road kerb, and described locating groove symmetry arrangement is on notch limit, the both sides of corresponding described open slot;
Described connecting elements is strip structure, and it is inserted in the described locating groove of described basic component and described top component, for connecting the described basic component in location and described top component.
8. water drainage curb according to claim 7, is characterized in that, the waist of described connecting elements is symmetrically arranged with protuberance, and described protuberance pad is contained between described basic component and described top component.
9. water drainage curb according to claim 8, is characterized in that, described protuberance increases progressively along one end to the thickness of the other end of described road kerb length direction, for height one timing of described top component, the bottom land height of described vallecular cavity is declined gradually.
10. water drainage curb according to claim 1, is characterized in that, described basic component is rectangular build, and one of them length and width face is described buckling surface; Answer in contrast,
Described top component is rectangular build, and one of them length and width face is described buckling surface, and another length and width mask relative with described buckling surface has riser portion, and the entrance in described flooding tube chamber is positioned in described riser portion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410041949.6A CN103806359A (en) | 2014-01-28 | 2014-01-28 | Drainage curbstone |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410041949.6A CN103806359A (en) | 2014-01-28 | 2014-01-28 | Drainage curbstone |
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| CN103806359A true CN103806359A (en) | 2014-05-21 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410041949.6A Pending CN103806359A (en) | 2014-01-28 | 2014-01-28 | Drainage curbstone |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105256876A (en) * | 2015-10-14 | 2016-01-20 | 山东省交通规划设计院 | Siphon type draining system of superhigh excavation section of road |
| CN105648873A (en) * | 2016-03-04 | 2016-06-08 | 广州市合信方园工业设备有限公司 | Cabin storage type border stone |
| CN107299578A (en) * | 2016-04-14 | 2017-10-27 | 湘潭大学 | A kind of assembled combined water drain side trip |
| CN108239905A (en) * | 2018-01-18 | 2018-07-03 | 温州市华意建设有限公司 | A kind of anti-ponding road and its construction method |
| CN109693297A (en) * | 2019-01-25 | 2019-04-30 | 漳州市禹丰水泥制品有限公司 | A kind of novel curb, the mold and production method for making the curb |
| WO2019210868A1 (en) * | 2018-05-03 | 2019-11-07 | 上海墒抢环境技术有限公司 | Road gutter having dust collection function |
| CN112501980A (en) * | 2020-12-28 | 2021-03-16 | 许磊 | Sponge is drainage curb for urban road |
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| GB2231904A (en) * | 1989-05-24 | 1990-11-28 | Ecc Building Products Limited | Kerb/drainage channel |
| GB2289079A (en) * | 1994-05-04 | 1995-11-08 | Ecc Construction Materials | Kerb drainage block |
| CN1928241A (en) * | 2006-09-29 | 2007-03-14 | 天津市博安塑胶制品有限公司 | Kerbstone with drainage hole |
| CN201068541Y (en) * | 2007-02-13 | 2008-06-04 | 梁耀德 | Vertical road drainage structure |
| CN201574483U (en) * | 2010-01-22 | 2010-09-08 | 周瑞敏 | Highway road-edge stone |
| CN103492640A (en) * | 2011-04-26 | 2014-01-01 | 艾康普罗有限公司 | Lightweight combined kerb drainage element |
| CN202830689U (en) * | 2012-11-05 | 2013-03-27 | 山东高速青岛公路有限公司 | Curb with drainage function |
| CN203320375U (en) * | 2013-05-20 | 2013-12-04 | 湖州职业技术学院 | a stone structure |
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| CN105256876A (en) * | 2015-10-14 | 2016-01-20 | 山东省交通规划设计院 | Siphon type draining system of superhigh excavation section of road |
| CN105648873A (en) * | 2016-03-04 | 2016-06-08 | 广州市合信方园工业设备有限公司 | Cabin storage type border stone |
| CN105648873B (en) * | 2016-03-04 | 2019-02-19 | 广州市合信方园工业设备有限公司 | A kind of cabin storage formula kerbstone |
| CN107299578A (en) * | 2016-04-14 | 2017-10-27 | 湘潭大学 | A kind of assembled combined water drain side trip |
| CN107299578B (en) * | 2016-04-14 | 2020-02-28 | 湘潭大学 | An assembled combined drainage curb belt |
| CN108239905A (en) * | 2018-01-18 | 2018-07-03 | 温州市华意建设有限公司 | A kind of anti-ponding road and its construction method |
| WO2019210868A1 (en) * | 2018-05-03 | 2019-11-07 | 上海墒抢环境技术有限公司 | Road gutter having dust collection function |
| CN109693297A (en) * | 2019-01-25 | 2019-04-30 | 漳州市禹丰水泥制品有限公司 | A kind of novel curb, the mold and production method for making the curb |
| CN112501980A (en) * | 2020-12-28 | 2021-03-16 | 许磊 | Sponge is drainage curb for urban road |
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Application publication date: 20140521 |