CN203546552U - Drainage type road gutter apron - Google Patents
Drainage type road gutter apron Download PDFInfo
- Publication number
- CN203546552U CN203546552U CN201320405188.9U CN201320405188U CN203546552U CN 203546552 U CN203546552 U CN 203546552U CN 201320405188 U CN201320405188 U CN 201320405188U CN 203546552 U CN203546552 U CN 203546552U
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- CN
- China
- Prior art keywords
- drainage
- pingshi
- top board
- dewatering type
- top plate
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
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Abstract
The utility model relates to the field of road construction and particularly provides a drainage type road gutter apron. The drainage type road gutter apron comprises a top plate, wherein upright support plates are integrally connected below the two ends of the top plate, outer side faces of the support plates are level with side faces of the two ends of the top plate, the bottom face of the top plate and inner side faces of the support plates cooperate with each other so as to form a drainage passage, and drainage through holes are formed in the top plate; the thickness of the top plate and the support plates is 5-10cm; the height of the drainage type road gutter apron is 10-20cm; the length of the drainage type road gutter apron is 1cm; the drainage type road gutter apron is of a linear or curved structure; the drainage through holes are of plum-shaped uniform distribution. According to the drainage type road gutter apron, the drainage through holes are formed, and the drainage passage is formed through the mutual cooperation between the top plate and the support plates, so that road rainwater can be rapidly drained through the mutual cooperation of the drainage through holes and the drainage passage.
Description
Technical field
The utility model relates to road construction field, is specifically related to a kind of dewatering type Lu Pingshi.
Background technology
The flat stone of road of the prior art is used for separating road surface and kerbstone substantially, does not possess drain function.The inlet for stom water of road both sides is that a place is just set at a certain distance, and in rainy season, especially Shelter in South China Cities rainfall is larger, and due to rainwater cross flow distance, draining is not prompt enough, has easily caused pavement of road ponding more serious, and traffic safety is had to certain influence.
Utility model content
For above-mentioned technical problem, the utility model provides a kind of dewatering type Lu Pingshi, on the basis of existing technology Lu Pingshi is designed to hollow-core construction, and adds drainage hole, realizes drain function.
The utility model provides a kind of dewatering type Lu Pingshi, comprises top board, and the below, two ends of top board is connected with vertical gripper shoe, and the lateral surface of gripper shoe flushes with side, top board two ends.The bottom surface of top board and the medial surface of gripper shoe complement each other to form drainage channel, are provided with drainage hole on top board, and the current on road surface directly enter drainage channel by drainage hole.Top board and gripper shoe form by concrete is integral prefabricated, are provided with for strengthening the reinforcing bar of structure in top board and gripper shoe.
The thickness of described top board and gripper shoe is 5 ~ 10cm.The height of described dewatering type Lu Pingshi is 10 ~ 20cm.Described dewatering type Lu Pingshi arranges prefabricated size according to concrete operating mode, and the width of top board is set according to the distance between road surface and road side stone.The length of described dewatering type Lu Pingshi is 1m, is convenient to on-the-spot spliced construction, and the length of dewatering type Lu Pingshi is the length of top board on construction section fore-and-aft direction.The size of dewatering type Lu Pingshi can be adjusted according to concrete construction requirement, is not limited in above-mentioned scope.
Described dewatering type Lu Pingshi is linear structure or camber line structure, is also applicable to intersection or road bend when being applicable to major trunk roads.
Described drainage hole is plum blossom-shaped and is uniformly distributed, and guarantees the intensity of dewatering type Lu Pingshi when strengthening drainage effect.
The utility model is provided with drainage hole, and cooperatively interacts by top board and gripper shoe, forms drainage channel, and the effect of cooperatively interacting of drainage hole and drainage channel, can get rid of rapidly road rain water.Size and dimension of the present utility model can be adjusted according to different construction requirements: when builder's road is straight line major trunk roads, the utility model can adopt linear pattern Lu Pingshi; When builder's road is intersection or road bend, the utility model can adopt arc line type Lu Pingshi.Moderate length of the present utility model, is conducive to site operation.The utility model is provided with the drainage hole that plum blossom-shaped distributes, and effectively guarantees the intensity of Lu Pingshi itself in reinforced platoon's outlet capacity.Meanwhile, because top board and gripper shoe complement each other to form hollow-core construction, the utility model has compared with prior art been saved material, has improved economic benefit.
Accompanying drawing explanation
Fig. 1 is the utility model top view
Fig. 2 is the utility model structural representation
Fig. 3 is the utility model construction schematic diagram
Wherein, 1-top board, 2-gripper shoe, 3-drainage channel, 4-drainage hole, 5-road surface, 6-road side stone.
The specific embodiment
Below in conjunction with Figure of description and specific embodiment, the utility model is described in further detail:
The utility model provides a kind of dewatering type Lu Pingshi, comprise top board 1, the below, two ends of top board 1 is connected with vertical gripper shoe 2, the lateral surface of gripper shoe 2 flushes with top board 1 side, two ends, the medial surface of the bottom surface of top board 1 and gripper shoe 2 complements each other to form drainage channel 3, is provided with drainage hole 4 on top board 1.Described top board 1 is provided with reinforcing bar with gripper shoe 2 inside.The thickness of described top board 1 and gripper shoe 2 is 5 ~ 10cm.The height of described dewatering type Lu Pingshi is 10 ~ 20cm.The length of described dewatering type Lu Pingshi is 1m.Described dewatering type Lu Pingshi is linear structure or camber line structure.Described drainage hole 4 is plum blossom-shaped and is uniformly distributed.
Before construction, first according to the size shape of the default dewatering type Lu Pingshi of field working conditions, when builder's road is straight line major trunk roads, adopt linear pattern Lu Pingshi; When builder's road is intersection or road bend, adopt arc line type Lu Pingshi.According to the distance between road surface 5 end faces and road side stone 6 end faces, determine the width of top board 1, according to the height on road surface 5, determine the height of dewatering type Lu Pingshi.According to on-the-spot road conditions exploration, determine the thickness of top board 1 and gripper shoe 2, and the shape of drainage hole 4 and distribution.Then according to the dimensional structure parameter arranging, use the integral prefabricated Lu Pingshi of concrete.
During construction, adopt the mode of on-site consolidation.Operating personnel are docked arrangement mutually by dewatering type Lu Pingshi, guarantee the end face of adjacent top board 1 and the end face close contact of adjacent shore plates 2 on fore-and-aft direction.The side that simultaneously operating personnel also must guarantee gripper shoe 2 respectively with the side close contact of the side on corresponding road surface 5 or corresponding road side stone 6.
During draining, rainwater enters the drainage channel 3 of top board 1 below by drainage hole 4, and dewatering type Lu Pingshi docks after arrangement mutually, and drainage channel 3 is extended, and rainwater is guided to the sewer of appointment.
Obviously, those skilled in the art can carry out various changes and modification and not depart from spirit and scope of the present utility model the utility model.Like this, if within of the present utility model these are revised and modification belongs to the scope of the utility model claim and equivalent technologies thereof, the utility model is also intended to comprise these changes and modification interior.The content not being described in detail in this manual belongs to the known prior art of professional and technical personnel in the field.
Claims (6)
1. a dewatering type Lu Pingshi, it is characterized in that comprising top board (1), the below, two ends of top board (1) is connected with vertical gripper shoe (2), the lateral surface of gripper shoe (2) flushes with top board (1) side, two ends, the medial surface of the bottom surface of top board (1) and gripper shoe (2) complements each other to form drainage channel (3), on top board (1), be provided with drainage hole (4), described drainage hole (4) is plum blossom-shaped and is uniformly distributed.
2. dewatering type Lu Pingshi according to claim 1, is characterized in that described top board (1) and gripper shoe (2) inside are provided with reinforcing bar.
3. dewatering type Lu Pingshi according to claim 1, is characterized in that the thickness of described top board (1) and gripper shoe (2) is 5～10cm.
4. dewatering type Lu Pingshi according to claim 1, the height that it is characterized in that described dewatering type Lu Pingshi is 10～20cm.
5. dewatering type Lu Pingshi according to claim 1, the length that it is characterized in that described dewatering type Lu Pingshi is 1m.
6. dewatering type Lu Pingshi according to claim 1, is characterized in that described dewatering type Lu Pingshi is linear structure or camber line structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320405188.9U CN203546552U (en) | 2013-07-08 | 2013-07-08 | Drainage type road gutter apron |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320405188.9U CN203546552U (en) | 2013-07-08 | 2013-07-08 | Drainage type road gutter apron |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203546552U true CN203546552U (en) | 2014-04-16 |
Family
ID=50464692
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320405188.9U Expired - Lifetime CN203546552U (en) | 2013-07-08 | 2013-07-08 | Drainage type road gutter apron |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203546552U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104088210A (en) * | 2014-07-24 | 2014-10-08 | 朱宝 | Water discharging gutter apron and prefabrication and installation methods thereof |
| CN110067169A (en) * | 2019-03-25 | 2019-07-30 | 天津住宅集团建设工程总承包有限公司 | A kind of porous precast assembly concrete road construction method |
-
2013
- 2013-07-08 CN CN201320405188.9U patent/CN203546552U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104088210A (en) * | 2014-07-24 | 2014-10-08 | 朱宝 | Water discharging gutter apron and prefabrication and installation methods thereof |
| CN110067169A (en) * | 2019-03-25 | 2019-07-30 | 天津住宅集团建设工程总承包有限公司 | A kind of porous precast assembly concrete road construction method |
| CN110067169B (en) * | 2019-03-25 | 2021-05-07 | 天津住宅集团建设工程总承包有限公司 | Construction method of water-permeable prefabricated assembled concrete road |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140416 |
|
| CX01 | Expiry of patent term |