CN207419191U - Mountain tour pavement widened structure - Google Patents
Mountain tour pavement widened structure Download PDFInfo
- Publication number
- CN207419191U CN207419191U CN201721106460.8U CN201721106460U CN207419191U CN 207419191 U CN207419191 U CN 207419191U CN 201721106460 U CN201721106460 U CN 201721106460U CN 207419191 U CN207419191 U CN 207419191U
- Authority
- CN
- China
- Prior art keywords
- pavement
- overhanging
- plank road
- retaining wall
- piping lane
- 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
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
- Road Paving Structures (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
The utility model is related to a kind of mountain tour pavement widened structures, and including pavement, this structure further includes retaining wall, open drain, overhanging plank road, piping lane and stainless steel railing；The retaining wall is built in pavement by massif one side, open drain is built between the retaining wall and massif, the overhanging plank road is built on the outside of pavement, the overhanging plank road uses concrete structure, the overhanging plank road lower part is equipped with piping lane, forceful electric power, light current and feed pipe are equipped in the piping lane, the stainless steel railing is arranged on overhanging plank road upper outside.The utility model makes full use of existing pavement structure, and the hanging trestle of enlargement adds equipment piping lane, retaining wall, pervious concrete pavement etc., and condition is created for the modernization restructuring of traveling path and tourist's rest, safety.
Description
Technical field
The utility model is related to a kind of pavement structures, specifically mountain tour pavement widened structure.
Background technology
With flourishing for tourist industry, tourist attraction tourist's quantity rises steadily, and pole is brought to scenic spot traffic evacuation
Big pressure, original road cannot meet discharge value requirement.Widening for mountain tour pavement is generally excavated using massif, the earthwork
Backfill or part trestle are widened, and quantities is big, long in time limit, and bigger influence is caused to the ecological environment at scenic spot.
The content of the invention
The defects of the utility model is intended to overcome the prior art provides a kind of mountain tour pavement widened structure, reduces work
Journey construction influence caused by ecological environment.
In order to solve the above-mentioned technical problem, the utility model is realized in this way：
A kind of mountain tour pavement widened structure, including pavement, it is characterised in that：This structure further includes retaining wall, draining
Bright ditch, overhanging plank road, piping lane and stainless steel railing；The retaining wall is built in pavement by massif one side, the retaining wall and mountain
Open drain is built between body, the overhanging plank road is built on the outside of pavement, which uses concrete structure, described outstanding
Plank road lower part is chosen equipped with piping lane, the piping lane is interior to be equipped with forceful electric power, light current and feed pipe, and overhanging plank road lower part is additionally provided with structural column, institute
It states stainless steel railing and is arranged on overhanging plank road upper outside.
The mountain tour pavement widened structure, it is characterised in that：The high 450mm of retaining wall, wide 300mm.
The mountain tour pavement widened structure, it is characterised in that：The wide 200mm in open drain, under open drain
Secretly bury drainpipe in portion.
The mountain tour pavement widened structure, it is characterised in that：The overhanging plank road width is 1500mm, overhangs plank road
Top is laid with anticorrosive wood flooring, which is higher by 100mm than pavement.
The mountain tour pavement widened structure, it is characterised in that：The pavement surface layer is the permeable coagulation of 100mm thickness
Soil surface.
The mountain tour pavement widened structure, it is characterised in that：The rail height is 1100mm.
The beneficial effects of the utility model are：Existing pavement structure is made full use of, the hanging trestle of enlargement adds equipment
Piping lane, retaining wall, pervious concrete pavement etc. create condition for the modernization restructuring of traveling path and tourist's rest, safety.
Description of the drawings
The utility model is described in further detail with embodiment below in conjunction with the accompanying drawings：
Fig. 1 is the structure diagram of the utility model.
Specific embodiment
As shown in Figure 1：A kind of mountain tour pavement widened structure, including pavement 9, this structure further includes retaining wall 2, draining
Bright ditch 1, overhanging plank road 7, piping lane 5 and stainless steel railing 6；The retaining wall is built in pavement by massif one side, the retaining wall
Open drain is built between massif, drainpipe 4 is secretly buried in open drain lower part, and the overhanging plank road is built on the outside of pavement, should
Plank road is overhang using concrete structure, and the overhanging plank road lower part is equipped with piping lane, forceful electric power, light current and feedwater are equipped in the piping lane
Pipe, on trip line illumination, broadcast, monitoring, WiFi and with water provide laying passage；The stainless steel railing is arranged on overhanging plank road
Upper outside, rail height 1100mm, it is ensured that tourist security, overhanging plank road lower part are equipped with structural column 8.
The high 450mm of retaining wall, wide 300mm.Retaining wall, which can play, stops that Rolling Stone and water and soil are to the shadow of pavement on mountain
It rings, protects tourist security, while rest chair can be set on retaining wall, tourist is facilitated to climb the mountain and is rested.
The wide 200mm in open drain.
The overhanging plank road width is 1500mm, and overhanging plank road top is laid with anticorrosive wood flooring, 100mm is higher by than former pavement,
Walking tourist and tourist's shunting of riding are opened.
The pavement surface layer is the pervious concrete pavement 3 of 100mm thickness, and road can be drained rapidly when rainy by so transforming
Area water avoids road surface slippery situation tourist from slipping.
Claims (6)
1. a kind of mountain tour pavement widened structure, including pavement, it is characterised in that：It is bright that this structure further includes retaining wall, draining
Ditch, overhanging plank road, piping lane and stainless steel railing；The retaining wall is built in pavement by massif one side, the retaining wall and massif
Between build open drain, the overhanging plank road is built on the outside of pavement, which uses concrete structure, the overhanging
Plank road lower part is equipped with piping lane, forceful electric power, light current and feed pipe is equipped in the piping lane, overhanging plank road lower part is additionally provided with structural column, described
Stainless steel railing is arranged on overhanging plank road upper outside.
2. mountain tour pavement widened structure according to claim 1, it is characterised in that：The high 450mm of retaining wall, it is wide
300mm。
3. mountain tour pavement widened structure according to claim 1, it is characterised in that：The wide 200mm in open drain,
Secretly bury drainpipe in open drain lower part.
4. mountain tour pavement widened structure according to claim 1, it is characterised in that：It is described overhanging plank road width be
1500mm, overhanging plank road top are laid with anticorrosive wood flooring, which is higher by 100mm than pavement.
5. mountain tour pavement widened structure according to claim 1, it is characterised in that：The pavement surface layer is 100mm
Thick pervious concrete pavement.
6. mountain tour pavement widened structure according to claim 1, it is characterised in that：The rail height is
1100mm。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721106460.8U CN207419191U (en) | 2017-08-31 | 2017-08-31 | Mountain tour pavement widened structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721106460.8U CN207419191U (en) | 2017-08-31 | 2017-08-31 | Mountain tour pavement widened structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207419191U true CN207419191U (en) | 2018-05-29 |
Family
ID=62315254
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721106460.8U Expired - Fee Related CN207419191U (en) | 2017-08-31 | 2017-08-31 | Mountain tour pavement widened structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207419191U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109403180A (en) * | 2018-10-29 | 2019-03-01 | 中铁四院集团西南勘察设计有限公司 | A kind of steep slope region underloading road structure and construction method |
| CN109423943A (en) * | 2017-08-31 | 2019-03-05 | 上海宝冶建筑装饰有限公司 | Mountain tour pavement widened structure |
-
2017
- 2017-08-31 CN CN201721106460.8U patent/CN207419191U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109423943A (en) * | 2017-08-31 | 2019-03-05 | 上海宝冶建筑装饰有限公司 | Mountain tour pavement widened structure |
| CN109403180A (en) * | 2018-10-29 | 2019-03-01 | 中铁四院集团西南勘察设计有限公司 | A kind of steep slope region underloading road structure and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180529 Termination date: 20190831 |