CN203256564U - Concrete ground edge reinforcing structure - Google Patents
Concrete ground edge reinforcing structure Download PDFInfo
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- CN203256564U CN203256564U CN 201320267670 CN201320267670U CN203256564U CN 203256564 U CN203256564 U CN 203256564U CN 201320267670 CN201320267670 CN 201320267670 CN 201320267670 U CN201320267670 U CN 201320267670U CN 203256564 U CN203256564 U CN 203256564U
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Abstract
The utility model discloses a concrete ground edge reinforcing structure. The concrete ground edge reinforcing structure comprises a concrete layer, wherein a reinforcing edge is also fixed on the edge position of the concrete layer. In the technical scheme, the reinforcing edge is adopted as cushioning, the reinforcing edge is also made by a reinforcing material, so that the size is small, the cost is low, the structure of the pavement edge is reinforced, the cushioning is provided when a heavy load passes through the pavement edge, and the service life of the pavement is prolonged.
Description
Technical field
The utility model belongs to ancillary facility technical equipment field, ground, especially relates to a kind of concrete surface Edge Enhancement structure.
Background technology
Along with the lifting of human society to environmental protection consciousness, at construction field the theory of ecological, environmental protective has been proposed also, and in " green building assessment standard " clear the rate of mating formation of pervious surface.Water permeable concrete because of its high-bearing capacity, high permeability rate, durability high, ornamental strong, regulate the plurality of advantages such as microclimate and be applied in the practical engineering project by large-area.But the material at water permeable concrete ground edge junction mainly is traditional fluid-tight pavement materials such as stone material, brick; although these materials can satisfy the effect at protection edge, layer of concrete ground; but greatly affected the effect of layer of concrete ground transverse drainage; tied up simultaneously certain construction area; joining place is because angle is generally rectangular simultaneously; in the heavy duty process, easily corner location is damaged, affect service life of road surface.
The utility model content
In order to remedy above-mentioned road surface in defectives that the junction transverse drainage of position, edge is poor, the life-span is low such as edge junction position and shrinkage joint, the utility model proposes a kind of concrete surface Edge Enhancement structure.
The technical scheme that realizes above-mentioned beneficial effect is, a kind of concrete surface Edge Enhancement structure comprises layer of concrete, also is fixed with stiffened edge at the marginal position of layer of concrete.In the technical program, adopt stiffened edge to do buffering at marginal position, stiffened edge adopts reinforcement material to make simultaneously, and volume is little, and cost is low, has strengthened the structure of pavement edge, has had buffering to improve pavement life in the heavy duty process.
The rank street face of described stiffened edge is trapezoidal shape, the angle of its base and two waists greater than 30 ° less than 60 °.In the technical program, stiffened edge adopts trapezium structure, good looking appearance; In the load process, weight excessively to end face and then excessively to the road surface, guarantees that each angle is plane contact by a side of trapezoidal waist, has improved contact area, has reduced pressure, protect self simultaneous buffering the damage of load road pavement.
The base length of described stiffened edge cross section is less than 30cm, and height is less than 5cm.In the technical program, stiffened edge bottom surface length is less, guarantees that it the time can conveniently process in construction, and simultaneous altitude is less, avoids excessive in wheeled carrier produces resistance, and also avoiding it excessively to protrude becomes current obstruction.
Described stiffened edge be fixed on layer of concrete shrinkage joint, dilatation joint or with other non-water permeable concrete link positions.In the technical program; stiffened edge is fixed on equally the slit, has the marginal position that is connected of drop with other road surfaces; the both sides in slit are fixing stiffened edge all, and stiffened edge can provide for the corner in slit buffering, the protection slit life-span when guaranteeing that the carrier such as vehicle passes through.
Described layer of concrete is the pervious concrete layer.In the technical program, adopt pervious concrete as layer of concrete, fixedly do not hinder draining behind the stiffened edge at layer of concrete, the transverse drainage of layer of concrete ground is unaffected, has improved the clean and tidy degree on road surface, has avoided ponding.
Description of drawings
Fig. 1 is the structural representation of a kind of embodiment of the present utility model;
Fig. 2 is the structural representation of the another kind of embodiment of the utility model;
Among the figure, 1, layer of concrete; 2, stiffened edge; 3, carrier tire.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described further.
In conjunction with Fig. 1, the structural representation of a kind of embodiment of the present utility model.A kind of concrete surface Edge Enhancement structure comprises layer of concrete 1, also is fixed with stiffened edge 2 at the marginal position of layer of concrete.In the present embodiment, the rank street face of described stiffened edge is trapezoidal shape, the angle of its base and two waists greater than 30 ° less than 60 °.The base length of described stiffened edge cross section is less than 30cm, and height is less than 5cm.In conjunction with Fig. 1, present embodiment is at the up/down steps marginal position of layer of concrete, carrier tire 3 by the time on lower limb buffering is provided, when current by stiffened edge as inclined-plane and cushion pad, prevent from damaging pavement edge.
In conjunction with Fig. 2, another kind of embodiment of the present utility model.In the present embodiment, described stiffened edge is fixed on shrinkage joint, dilatation joint or other non-water permeable concrete positions of layer of concrete.When carrier passed through, the carrier tire contacted with stiffened edge, did not directly touch the edge of layer of concrete, prevented the shrinkage joint, dilatation joint of its damage layer of concrete or other have the edge link position of drop with water permeable concrete.
In the above-mentioned embodiment, described layer of concrete preferentially adopts the pervious concrete layer.Adopt pervious concrete as layer of concrete, fixedly do not hinder draining behind the stiffened edge at layer of concrete, the transverse drainage of layer of concrete ground is unaffected, has improved the clean and tidy degree on road surface, has avoided ponding.
Technique scheme has only embodied the optimal technical scheme of technical solutions of the utility model; some changes that those skilled in the art may make some part have wherein all embodied principle of the present utility model, belong within the protection domain of the present utility model.
Claims (5)
1. a concrete surface Edge Enhancement structure comprises layer of concrete (1), it is characterized in that, also is fixed with stiffened edge (2) at the marginal position of layer of concrete.
2. concrete surface Edge Enhancement structure according to claim 1 is characterized in that, the rank street face of described stiffened edge is trapezoidal shape, the angle of its base and two waists greater than 30 ° less than 60 °.
3. concrete surface Edge Enhancement structure according to claim 2 is characterized in that, the base length of described stiffened edge cross section is less than 30cm, and height is less than 5cm.
4. concrete surface Edge Enhancement structure according to claim 2 is characterized in that, described stiffened edge be fixed on layer of concrete shrinkage joint, dilatation joint or with other non-water permeable concrete link positions.
5. concrete surface Edge Enhancement structure according to claim 2 is characterized in that, described layer of concrete is the pervious concrete layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320267670 CN203256564U (en) | 2013-05-16 | 2013-05-16 | Concrete ground edge reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320267670 CN203256564U (en) | 2013-05-16 | 2013-05-16 | Concrete ground edge reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203256564U true CN203256564U (en) | 2013-10-30 |
Family
ID=49469145
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320267670 Expired - Lifetime CN203256564U (en) | 2013-05-16 | 2013-05-16 | Concrete ground edge reinforcing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203256564U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908592A (en) * | 2016-04-21 | 2016-08-31 | 卢碧娴 | Long-service-life pavement |
-
2013
- 2013-05-16 CN CN 201320267670 patent/CN203256564U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908592A (en) * | 2016-04-21 | 2016-08-31 | 卢碧娴 | Long-service-life pavement |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| C56 | Change in the name or address of the patentee | ||
| CB03 | Change of inventor or designer information |
Inventor after: Wang Lizhong Inventor before: Wang Lizhong |
|
| COR | Change of bibliographic data | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 100070, No. five, No. two, No. 188, South Fourth Ring Road, Beijing, Fengtai District, China, 6 floors Patentee after: BEIJING ORANGESTONE ECOLOGICAL ART GROUND TECHNOLOGY Co.,Ltd. Address before: 100070, No. five, No. two, No. 188, South Fourth Ring Road, Beijing, Fengtai District, China, 6 floors Patentee before: ORANGESTONE CONSTRUCTION TECHNOLOGY Co.,Ltd. |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20160301 Address after: Dalin Zhen Si Yuan Road Chengdu City, Sichuan province 610222 Tianfu District 123, No. 125 Patentee after: SICHUAN ZHONGJING CHENGSHI LANDSCAPE ECOLOGICAL TECHNOLOGY CO.,LTD. Address before: 100070, No. five, No. two, No. 188, South Fourth Ring Road, Beijing, Fengtai District, China, 6 floors Patentee before: BEIJING ORANGESTONE ECOLOGICAL ART GROUND TECHNOLOGY Co.,Ltd. |
|
| CX01 | Expiry of patent term |
Granted publication date: 20131030 |
|
| CX01 | Expiry of patent term |