CN202323624U - Water collection type kerbstone - Google Patents

Water collection type kerbstone Download PDF

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Publication number
CN202323624U
CN202323624U CN2011205071908U CN201120507190U CN202323624U CN 202323624 U CN202323624 U CN 202323624U CN 2011205071908 U CN2011205071908 U CN 2011205071908U CN 201120507190 U CN201120507190 U CN 201120507190U CN 202323624 U CN202323624 U CN 202323624U
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China
Prior art keywords
stone
horizontal
horizontal stone
road kerb
groove
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Expired - Fee Related
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CN2011205071908U
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Chinese (zh)
Inventor
孙长娟
赵静
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Individual
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Individual
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Priority to CN2011205071908U priority Critical patent/CN202323624U/en
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Abstract

The utility model relates to a water collection type kerbstone. The water collection type kerbstone comprises a first horizontal stone, a second horizontal stone and a vertical stone, wherein the first horizontal stone is located at the upper part; the second horizontal stone is located at the lower part; the vertical stone is located between the first horizontal stone and the second horizontal stone and is vertically and integrally fixed with the first horizontal stone and the second horizontal stone which are parallel to each other; and a water collection groove is arranged at the joint of the second horizontal stone and the vertical stone. The water collection type kerbstone has the advantages of simple structure, firmness, durability, high stress property and low possibility of position change, and can prevent articles of pedestrians from accidentally falling into a groove; and the bottom of the water collection groove is a smooth arc, so that the water collecting groove can be conveniently cleaned by cleaners.

Description

The formula of catchmenting road kerb
Technical field
The utility model relates to a kind of road kerb that is positioned at road, square, building side, relates in particular to a kind of formula road kerb that catchments that carries catchment recess.
Background technology
Road kerb is arranged on the markstone between road surface and other structure.Between dividing strip and road surface, generally all road kerb need be set between sidewalk and the road surface.The main effect of road kerb is: the back rainwater that 1, rains can be pooled in roadside and the formed ditch of road kerb, can be provided with along road kerb and receive mouth of a river collection rainwater.2, intercept vehicle, vehicle is not gone up sidewalk, guarantees pedestrian's safety, avoids sidewalk to be damaged by pressure.3. dividing strip generally all will be provided with road kerb between sidewalk and the road surface, and in addition at podium, safety island all is provided with road kerb.
Yet the subject matter that exists now is, 1, out-of-flatness because the road surface can become after long-time the use, and after raining, rainwater amasss in the roadside, can not get into rain water collecting system smoothly, and the ponding in roadside has brought inconvenience in the rain pedestrian and driving.2, 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.
To above problem; The utility model patent of patent No. ZL200720140676.6; A kind of L shaped road kerb is disclosed: a kind of L shaped road kerb; Belong to road kerb for building field, comprise that horizontal stone and the perpendicular perpendicular stone that is fixed as one is characterized in that the upper surface of said horizontal stone is provided with rhone, the rhone bottom is provided with the drain hole that connects horizontal stone.This L shaped road kerb simple in structure, high-strength durable, sluice convenient, can effectively practice thrift greening and use soil resource.
The technical scheme that this patent is announced can solve the technological deficiency that road kerb breaks away from original position easily; Also can effectively avoid the roadside to catchment at the use initial stage, but still have following technological deficiency: at first, the drain hole that the rhone bottom is provided be the hole of upper and lower opening; Be difficult to avoid when various weather; Rubbish and dust get into the pipeline under the hole from the hole, can cause the obstruction of pipeline, can't realize the purpose of rainy day draining.Simultaneously, drain hole itself is also blocked easily, and in the course of time, rhone can become municipal refuse and mud is assembled " refuse chute ".Secondly,,, call in drain hole, be difficult to take out, can make troubles to the pedestrian like key, coin if because of carelessness with smallclothes because the pedestrian is movable near the road kerb of being everlasting.At last, the heel of Ms's high-heeled shoes also treads in the drain hole easily, also is potential safety hazard.
The utility model content
The utility model technical problem to be solved is to provide a kind of formula road kerb that catchments, thereby realizes that road kerb catchments easily, draining is smooth and easy, stressed property is strong, makes things convenient for pedestrian's purpose simultaneously.
For realizing the purpose of the utility model; The utility model formula road kerb that catchments comprises: the first horizontal stone, the second horizontal stone and perpendicular stone; The first horizontal stone is positioned at top; The second horizontal stone is positioned at the bottom, said perpendicular stone between said first, second horizontal stone, with said first, second the horizontal stone vertical fixing that is parallel to each other be one; The junction of the said second horizontal stone and perpendicular stone is provided with catchment recess.
Further, the catchment material of formula road kerb of the utility model is building stones or concrete.
The catchment recess smooth surface.Make the catchment recess smooth surface through sanding and polishing, additional coatings or additive method, reduce the resistance that rainwater, mud or rubbish move in groove, make this novelly catchment that the formula road kerb catchments, draining is more smooth and easy.Simultaneously, smooth surface is beneficial to cleanup crew's cleaning.
The width of the second horizontal stone is less than the first horizontal stone.The width of the first horizontal stone is 20-40cm, and the width of the second horizontal stone is 10-20cm.The height of perpendicular stone is 15-25cm.The second horizontal stone can stop that a part of dust rubbish gets into groove, has also avoided pedestrian's article to fall into groove accidentally above catchment recess.
More excellent, catchment recess is an arc groove.
The said second horizontal stone and said perpendicular stone cross section are rectangle, become 90 ° of angles between the said second horizontal stone and the said perpendicular stone.
Such design is applicable to that comparatively the rubbish foreign material are many, dust is big, needs the often road surface of cleaning, becomes 90 ° of angles between the second horizontal stone and the perpendicular stone, makes things convenient for cleaning device to go deep into cleaning in the groove; The also more or less freely cleaning of the groove of arc.
More excellent, catchment recess is deepened width with groove and is reduced gradually, and the bottom of groove is a circular arc.
The width of said perpendicular stone is bottom-up to be increased gradually, but the width of said perpendicular stone is not more than the first horizontal stone all the time.More excellent, identical at said perpendicular stone with the width of the said first horizontal stone junction.
Such design comparatively is applicable to cleaner road environment, and catchment recess is deepened width with groove and reduced gradually, can guarantee that current have flow velocity faster when the water yield is little, thereby alleviates the mud alluvial; The bottom-up design that increases gradually of perpendicular stone width makes road kerb firmer, attractive in appearance.
The beneficial effect of the utility model: 1, this novel formula road kerb that catchments is simple in structure, sturdy and durable, cheap.2, owing to be positioned at the first horizontal stone broad of bottom, so the stressed property of this novel road kerb is strong, malleable position not.3, catchment recess is deepened the design that width reduces gradually with groove, can guarantee that current have flow velocity faster when the water yield is little, thereby alleviates the mud alluvial.4, the second horizontal stone can stop that a part of dust rubbish gets into groove, has also avoided pedestrian's article to fall into groove accidentally above catchment recess.5, the catchment recess bottom is smooth circular arc, is beneficial to cleanup crew's cleaning.
Description of drawings
Fig. 1 is the structural representation of the utility model embodiment one;
Fig. 2 is the structural representation of the utility model embodiment two;
Wherein,
1 first horizontal stone; 2 second horizontal stones; 3 perpendicular stones; 4 catchment recess.
The specific embodiment
In order to make catchment purpose, technical scheme and the advantage of formula road kerb of the utility model clearer,, the utility model formula road kerb that catchments is further elaborated below in conjunction with concrete accompanying drawing and specific embodiment.
The utility model formula road kerb that catchments comprises: first horizontal stone 1, second horizontal stone 2 and the perpendicular stone 3; The first horizontal stone 1 is positioned at top; The second horizontal stone 2 is positioned at the bottom, perpendicular stone 3 between the first horizontal stone 1 and the second horizontal stone 2, with the first horizontal stone 1 that is parallel to each other and second horizontal stone 2 vertical fixing be one; The junction of the second horizontal stone 2 and perpendicular stone 3 is provided with catchment recess 4.
Further, the catchment material of formula road kerb of the utility model is building stones or concrete.
Catchment recess 4 smooth surfaces.Make catchment recess 4 smooth surfaces through sanding and polishing, additional coatings or additive method, reduce the resistance that rainwater, mud or rubbish move in groove, make this novelly catchment that the formula road kerb catchments, draining is more smooth and easy.Simultaneously, smooth surface is beneficial to cleanup crew's cleaning.
The width of the second horizontal stone 2 is less than the first horizontal stone 1.Owing to be positioned at the first horizontal stone broad of bottom, so the stressed property of this novel road kerb is strong, malleable position not.
Embodiment one
Fig. 1 is the structural representation of the utility model embodiment one.
As shown in Figure 1, the width of the first horizontal stone 1 is 30cm, and the width of the second horizontal stone 2 is 15cm.The height of perpendicular stone 3 is 20cm.The second horizontal stone 2 can stop that a part of dust rubbish gets into groove, has also avoided pedestrian's article to fall into groove accidentally above catchment recess 4.
Catchment recess 4 is an arc groove.
The second horizontal stone 2 is rectangle with perpendicular stone 3 cross sections; Become 90 ° of angles between the second horizontal stone 2 and the perpendicular stone 3, second horizontal stone 2 right-angle sides have circular arc chamfering; In order to reduce the injury that pedestrian and road kerb collide with, also protect the damage of road kerb under small bump simultaneously.
Such design is applicable to that comparatively the rubbish foreign material are many, dust is big, needs the often road surface of cleaning, becomes 90 ° of angles between the second horizontal stone 2 and the perpendicular stone 3, makes things convenient for cleaning device to go deep in the catchment recess 4 at the bottom of the cleaning slot; The also more or less freely cleaning of the groove of arc.
The present embodiment formula road kerb that catchments is simple in structure, sturdy and durable, cheap.
Embodiment two
Fig. 2 is the structural representation of the utility model embodiment two.
The width of the as shown in Figure 2 first horizontal stone 1 is 30cm, and the width of the second horizontal stone 2 is 15cm.The height of perpendicular stone 3 is 20cm.The second horizontal stone 2 can stop that a part of dust rubbish gets into groove, has also avoided pedestrian's article to fall into groove accidentally above catchment recess 4.
Catchment recess 4 is deepened width with groove and is reduced gradually, and the bottom of groove is a circular arc.Can guarantee that current have flow velocity faster when the water yield is little, thereby alleviate the mud alluvial.
The width of perpendicular stone 3 is bottom-up to be increased gradually, but the width of perpendicular stone 3 is not more than the first horizontal stone 1 all the time, as shown in Figure 2, and perpendicular stone 3 is identical with the width of the first horizontal stone, 1 junction.
Such design comparatively is applicable to cleaner road environment, and catchment recess 4 is deepened width with groove and reduced gradually, can guarantee that current have flow velocity faster when the water yield is little, thereby alleviates the mud alluvial; The bottom-up design that increases gradually of perpendicular stone width makes road kerb firmer, attractive in appearance.
The present embodiment formula road kerb that catchments is simple in structure, sturdy and durable, cheap.
The preferred example that the above is merely the utility model is not limited to the utility model, and for a person skilled in the art, originally novel can have various changes and variation.All within the spirit and principle of the utility model, any modification of being made, be equal to replacement, improve, all should be included in the protection domain of the utility model.

Claims (10)

1. the formula road kerb that catchments is characterized in that,
Comprise the first horizontal stone, the second horizontal stone and perpendicular stone, the first horizontal stone is positioned at top, and the second horizontal stone is positioned at the bottom, said perpendicular stone between said first, second horizontal stone, with said first, second the horizontal stone vertical fixing that is parallel to each other be one;
The junction of the said second horizontal stone and perpendicular stone is provided with catchment recess.
2. road kerb as claimed in claim 1 is characterized in that, said catchment recess is an arc groove.
3. road kerb as claimed in claim 1 is characterized in that, said catchment recess is deepened width with groove and reduced gradually, and the bottom of groove is a circular arc.
4. like claim 2 or 3 described road kerbs, it is characterized in that said catchment recess smooth surface.
5. road kerb as claimed in claim 1 is characterized in that, the said second horizontal stone and said perpendicular stone cross section are rectangle, becomes 90 ° of angles between the said second horizontal stone and the said perpendicular stone.
6. road kerb as claimed in claim 1 is characterized in that, the width of said perpendicular stone is bottom-up to be increased gradually, and the width of said perpendicular stone is not more than the first horizontal stone.
7. road kerb as claimed in claim 1 is characterized in that, the width of the said second horizontal stone is less than the said first horizontal stone.
8. road kerb as claimed in claim 7 is characterized in that, the width of the said first horizontal stone is 20-40cm, and the width of the said second horizontal stone is 10-20cm.
9. road kerb as claimed in claim 1 is characterized in that, the height of said perpendicular stone is 15-25cm.
10. road kerb as claimed in claim 1 is characterized in that, the material of said road kerb is building stones or concrete.
CN2011205071908U 2011-12-08 2011-12-08 Water collection type kerbstone Expired - Fee Related CN202323624U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011205071908U CN202323624U (en) 2011-12-08 2011-12-08 Water collection type kerbstone

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011205071908U CN202323624U (en) 2011-12-08 2011-12-08 Water collection type kerbstone

Publications (1)

Publication Number Publication Date
CN202323624U true CN202323624U (en) 2012-07-11

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CN2011205071908U Expired - Fee Related CN202323624U (en) 2011-12-08 2011-12-08 Water collection type kerbstone

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104805751A (en) * 2015-05-07 2015-07-29 钦州学院 Anti-scratch road teeth
CN105019373A (en) * 2015-04-03 2015-11-04 中国电建集团贵阳勘测设计研究院有限公司 Road isolating method and lying U-shaped curb
CN106812043A (en) * 2017-03-30 2017-06-09 谢金钊 It is easy to the curb and road structure of road surface sewage discharge
CN107090759A (en) * 2017-06-22 2017-08-25 谢金钊 Two-stage road slope ditch component and two-stage road slope ditch structure
CN107740325A (en) * 2017-09-28 2018-02-27 中国十七冶集团有限公司 A kind of new shallow trench monoblock type curb structure of area of heavy rainfull road and construction method
CN110983908A (en) * 2019-12-24 2020-04-10 郭慧梅 Accumulated water anti-splashing curb

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105019373A (en) * 2015-04-03 2015-11-04 中国电建集团贵阳勘测设计研究院有限公司 Road isolating method and lying U-shaped curb
CN104805751A (en) * 2015-05-07 2015-07-29 钦州学院 Anti-scratch road teeth
CN106812043A (en) * 2017-03-30 2017-06-09 谢金钊 It is easy to the curb and road structure of road surface sewage discharge
CN107090759A (en) * 2017-06-22 2017-08-25 谢金钊 Two-stage road slope ditch component and two-stage road slope ditch structure
CN107740325A (en) * 2017-09-28 2018-02-27 中国十七冶集团有限公司 A kind of new shallow trench monoblock type curb structure of area of heavy rainfull road and construction method
CN110983908A (en) * 2019-12-24 2020-04-10 郭慧梅 Accumulated water anti-splashing curb

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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: 20120711

Termination date: 20121208