CN206625107U - A kind of new road discharge structure - Google Patents
A kind of new road discharge structure Download PDFInfo
- Publication number
- CN206625107U CN206625107U CN201720284663.XU CN201720284663U CN206625107U CN 206625107 U CN206625107 U CN 206625107U CN 201720284663 U CN201720284663 U CN 201720284663U CN 206625107 U CN206625107 U CN 206625107U
- Authority
- CN
- China
- Prior art keywords
- advance lever
- telescopic advance
- gutter
- grid
- retaining wall
- Prior art date
- 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 - Fee Related
Links
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model discloses a kind of new road discharge structure, its structure includes dirt bed, telescopic advance lever, drainage support frame, gutter, grid, steel protection lid, water retaining wall, reinforced concrete layer, dirt bed is below reinforced concrete layer, telescopic advance lever is located at gutter both sides, drainage support frame is fixedly connected with telescopic advance lever, gutter is among grid, grid is below protective cover, protective cover is flexibly connected with water retaining wall, water retaining wall is fixedly connected with reinforced concrete layer, telescopic advance lever is provided with adjustment hole, positive stop bead, adjustment hole is fixedly connected with telescopic advance lever, positive stop bead is flexibly connected with adjustment hole.The utility model discloses a kind of new road discharge structure, provided with telescopic advance lever, can save cost and labour according to the height of the high high adjustment drainage pipeline in road surface, convenient and practical.
Description
Technical field
The utility model is a kind of new road discharge structure, belongs to road drainage structure field.
Background technology
The earth's surface of modern city is progressively covered by the house of armored concrete and closely knit fluid-tight paving, causes
During heavy rain, surface runoff amount drastically increases, and occurs peak value quickly, has aggravated the burden of sewerage system, is triggered in city
One of main reason of damage caused by waterlogging evil, is advantageous to alleviate the generation of this urban waterlogging disaster, drainage pavement is adopted using drainage pavement
Voidage is 15%~25% or so macrovoid paving mix surfacing, will not after rainwater drops to ground
Runoff is formed in road table at once, but is flowed into the hole of ground surface material, and is temporarily remained in road surface, thus can be effective
Alleviate the burden of sewerage system, but in general discharge structure drainage performance is poor, the drainage efficiency when running into a large amount of ponding
Not high, current immersion underground is slow, causes ponding still to remain for a long time, is unfavorable for the dredging of road and the security row of vehicle
Sail.
Prior art published application number is:201520417647.4 a kind of road drainage structure, including concrete slab,
Mozzle is horizontally installed with concrete slab, mozzle both ends are set through concrete slab, and mozzle both ends are respectively connected with pipe
Plug, pipe close are hinged on mozzle, and the part that catchments is transversely provided with above mozzle and in concrete slab, vertical on the part that catchments
Provided with drainage joint, connect, be connected at the top of drainage joint on a pervious bed, pervious bed is adopted between drainage joint and the part that catchments
With inverted-triangular structure, pervious bed upper surface is located on a base course, and connecting tube built in pervious bed, connecting tube is vertically provided at
On pervious bed.This road drainage structure drainage effect is good, is applied not only to town road draining, and drainage arrangement can be prefabricated, shortens
Construction period, labor intensity and cost are reduced, on road bearing strength without influence, while by adjusting laid drainpipe
The voidage of caliber and graded broken stone can meet the drainage requirement of different regions and different rainfalls.Prior art can not be adjusted
The height of drainage pipeline is saved, cost is high.
Utility model content
In view of the deficienciess of the prior art, the utility model purpose is to provide a kind of new road discharge structure, it is tied
Structure includes dirt bed, telescopic advance lever, drainage support frame, gutter, grid, steel protection lid, water retaining wall, reinforced concrete
Layer, for the dirt bed below reinforced concrete layer, the telescopic advance lever is located at gutter both sides, the drainage branch
Support is fixedly connected with telescopic advance lever, and among grid, the grid is described anti-below protective cover in the gutter
Protecting cover is flexibly connected with water retaining wall, and the water retaining wall is fixedly connected with reinforced concrete layer, the telescopic advance lever be provided with adjustment hole,
Positive stop bead, the adjustment hole are fixedly connected with telescopic advance lever, and the positive stop bead is flexibly connected with adjustment hole.
Further, the drainage support frame is below gutter.
Further, the gutter is below protective cover.
Further, the telescopic advance lever is inside reinforced concrete layer.
Further, the grid is flexibly connected with water retaining wall.
Further, protective cover is made up of steel.
Further, the telescopic advance lever is used for the height for adjusting drainage pipeline.
, can be according to road surface height provided with telescopic advance lever the utility model discloses a kind of new road discharge structure
The height of drainage pipeline is adjusted, saves cost and labour, it is convenient and practical.
Brief description of the drawings
By reading the detailed description made with reference to the following drawings to non-limiting example, other spies of the present utility model
Sign, objects and advantages will become more apparent upon:
Fig. 1 is a kind of structural representation of new road discharge structure of the utility model;
Fig. 2 is the structural representation of the utility model expansion link.
In figure:Dirt bed -1, telescopic advance lever -2, drainage support frame -3, gutter -4, grid -5, steel protection
Lid -6, water retaining wall -7, reinforced concrete layer -8, adjustment hole -20, positive stop bead -21.
Embodiment
Technological means, creation characteristic, reached purpose and effect to realize the utility model are easy to understand, below
With reference to embodiment, the utility model is expanded on further.
Fig. 1, Fig. 2 are referred to, the utility model provides a kind of new road discharge structure technical scheme:Its structure includes mud
Soil layer 1, telescopic advance lever 2, drainage support frame 3, gutter 4, grid 5, steel protection lid 6, water retaining wall 7, reinforced concrete layer
8, the dirt bed 1 is located at the both sides of gutter 4, the draining located at the lower section of reinforced concrete layer 8, the telescopic advance lever 2
Road support frame 3 is fixedly connected with telescopic advance lever 2, and among grid 5, the grid 5 is located at protective cover 6 in the gutter 4
Lower section, the protective cover 6 are flexibly connected with water retaining wall 7, and the water retaining wall 7 is fixedly connected with reinforced concrete layer 8, the flexible tune
Pole 2 is provided with adjustment hole 20, positive stop bead 21, and the adjustment hole 20 is fixedly connected with telescopic advance lever 2, and the positive stop bead 21 is with adjusting
Knothole 20 is flexibly connected, and the drainage support frame 3 is located at the lower section of gutter 4, and the gutter 4 is located at the lower section of protective cover 6, institute
Telescopic advance lever 2 is stated inside reinforced concrete layer 8, the grid 5 is flexibly connected with water retaining wall 7, and protective cover 6 is by steel system
Into the telescopic advance lever 2 is used for the height for adjusting drainage pipeline.
Carrying out in use, current flow out from gutter 4, leaf debris is stayed on grid 5, and telescopic advance lever 2 can pass through
Adjustment hole 20, positive stop bead 21 adjust the height of drainage pipeline.
Such as:Relatively low road surface is discharged into drainage pipeline, and appropriate height can be adjusted by expansion link.
The advantages of general principle and principal character of the present utility model and the utility model has been shown and described above, for
For those skilled in the art, it is clear that the utility model is not limited to the details of above-mentioned one exemplary embodiment, and without departing substantially from this
In the case of the spirit or essential attributes of utility model, the utility model can be realized in other specific forms.Therefore, no matter
From the point of view of which point, embodiment all should be regarded as exemplary, and be nonrestrictive, the scope of the utility model is by institute
Attached claim rather than described above limit, it is intended that will fall in the implication and scope of the equivalency of claim
All changes are included in the utility model.Any reference in claim should not be considered as to the involved right of limitation
It is required that.
Moreover, it will be appreciated that although the present specification is described in terms of embodiments, not each embodiment is only wrapped
Containing an independent technical scheme, this narrating mode of specification is only that those skilled in the art should for clarity
Using specification as an entirety, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
It is appreciated that other embodiment.
Claims (5)
- A kind of 1. new road discharge structure, it is characterised in that:Its structure includes dirt bed(1), telescopic advance lever(2), draining Road support frame(3), gutter(4), grid(5), steel protection lid(6), water retaining wall(7), reinforced concrete layer(8), the soil Layer(1)Located at reinforced concrete layer(8)Lower section, the telescopic advance lever(2)Located at located at gutter(4)Both sides, the drainage Support frame(3)With telescopic advance lever(2)It is fixedly connected, the gutter(4)Located at grid(5)Centre, the grid(5)It is located at Protective cover(6)Lower section, the protective cover(6)With water retaining wall(7)It is flexibly connected, the water retaining wall(7)With reinforced concrete layer(8)Gu Fixed connection, the telescopic advance lever(2)Provided with adjustment hole(20), positive stop bead(21), the adjustment hole(20)With telescopic advance lever (2)It is fixedly connected, the positive stop bead(21)With adjustment hole(20)It is flexibly connected.
- A kind of 2. new road discharge structure according to claim 1, it is characterised in that:The drainage support frame(3) Located at gutter(4)Lower section.
- A kind of 3. new road discharge structure according to claim 1, it is characterised in that:The gutter(4)Located at anti- Protecting cover(6)Lower section.
- A kind of 4. new road discharge structure according to claim 1, it is characterised in that:The telescopic advance lever(2)If In reinforced concrete layer(8)It is internal.
- A kind of 5. new road discharge structure according to claim 1, it is characterised in that:The grid(5)With water retaining wall (7)It is flexibly connected.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720284663.XU CN206625107U (en) | 2017-03-22 | 2017-03-22 | A kind of new road discharge structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720284663.XU CN206625107U (en) | 2017-03-22 | 2017-03-22 | A kind of new road discharge structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206625107U true CN206625107U (en) | 2017-11-10 |
Family
ID=60209801
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201720284663.XU Expired - Fee Related CN206625107U (en) | 2017-03-22 | 2017-03-22 | A kind of new road discharge structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN206625107U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112681484A (en) * | 2020-06-30 | 2021-04-20 | 陈超 | Municipal works are with components of a whole that can function independently drainage structures |
-
2017
- 2017-03-22 CN CN201720284663.XU patent/CN206625107U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112681484A (en) * | 2020-06-30 | 2021-04-20 | 陈超 | Municipal works are with components of a whole that can function independently drainage structures |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN206352331U (en) | The concave herbaceous field structure of sponge the idea of the city | |
CN106917522B (en) | A kind of Outdoor Parking position system based on sponge the idea of the city | |
CN106193245B (en) | A kind of paddy field underground reservoir and its construction method for sponge city | |
CN206571217U (en) | Outdoor Parking position system based on sponge the idea of the city | |
CN104831599A (en) | Composite water storage and drainage environment-friendly ground | |
CN104988821A (en) | Road drainage structure | |
CN207062672U (en) | A kind of permeable pavement structure | |
CN207032427U (en) | A kind of Rainwater collection system suitable for old cell | |
CN105544342A (en) | Permeable pavement based urban road time-delay drainage structure | |
KR101418040B1 (en) | Variable rain storage tank | |
CN204608556U (en) | A kind of water permeable pavement | |
CN106088684A (en) | The sunk type square of a kind of rainwater-collecting recycling and construction method thereof | |
TWM621567U (en) | High-intensity road for water resource adaptive system in response to climate change | |
CN206625107U (en) | A kind of new road discharge structure | |
CN201502019U (en) | Permeable ground structure | |
CN104594155A (en) | Permeable pavement laying method | |
CN204780521U (en) | Composite water storage and drainage environment-friendly ground | |
CN208501715U (en) | A kind of Rain Garden | |
CN207793792U (en) | A kind of road surface permeable pavement structure | |
CN109356224A (en) | A kind of skyscraper rainwater-collecting self-loopa utilizes system | |
CN214656073U (en) | Natural permeable quarrying paving structure for sponge city | |
CN205529776U (en) | Infiltration structure of waterproof road in road surface | |
CN107354989A (en) | A kind of Rainwater collection system suitable for old cell | |
CN208136650U (en) | A kind of highway subgrade safeguard structure | |
CN107386053A (en) | A kind of construction method on pavement |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171110 Termination date: 20180322 |
|
CF01 | Termination of patent right due to non-payment of annual fee |