CN206646360U - Mountain road drainage system - Google Patents
Mountain road drainage system Download PDFInfo
- Publication number
- CN206646360U CN206646360U CN201720286678.XU CN201720286678U CN206646360U CN 206646360 U CN206646360 U CN 206646360U CN 201720286678 U CN201720286678 U CN 201720286678U CN 206646360 U CN206646360 U CN 206646360U
- Authority
- CN
- China
- Prior art keywords
- water
- road
- sump
- gutter
- springboard
- 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 59
- 239000004575 stone Substances 0.000 claims abstract description 17
- 239000004567 concrete Substances 0.000 claims description 6
- 239000011178 precast concrete Substances 0.000 claims description 3
- 239000011440 grout Substances 0.000 claims 1
- 238000005086 pumping Methods 0.000 abstract description 11
- 230000003139 buffering effect Effects 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 7
- 230000000694 effects Effects 0.000 description 5
- 239000012535 impurity Substances 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 230000003628 erosive effect Effects 0.000 description 2
- 241000894006 Bacteria Species 0.000 description 1
- 241000195493 Cryptophyta Species 0.000 description 1
- 241000255925 Diptera Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003116 impacting effect Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000003786 synthesis reaction Methods 0.000 description 1
- 238000012876 topography Methods 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model discloses a kind of mountain road drainage system, it is related to drainage system technical field.Side slope is provided with intercepting ditch in the utility model road, gutter is provided with the inside of road, intercepting ditch connects gutter by drain tank, drain tank is connected to intercepting ditch middle side edge, drain tank is provided with water-blocking bank, water-blocking bank forms water conservation slot structure with drain tank, gutter bottom is provided with the sump for being used for collecting flowing water, the overfall connected with sump is provided with the middle part of gutter side wall, sump side wall is provided with the water springboard of arranged crosswise, 5 °~30 ° of water springboard updip, water conservation slot structure is formed with sump side wall, water springboard root is provided with downpipe, water springboard of the downpipe delivery port direction towards next stage, connection and the draining pipe culvert communicated on the outside of road in the middle part of sump, sump is provided with dashpot, buffering groove sidewall is provided with water stopper, draining pipe culvert delivery port is provided with drop bank.The utility model can carry out arranging stone energy dissipating to current, extend pumping equipment and roadbed service life.
Description
Technical field
It the utility model is related to drainage system technical field.
Background technology
With expanding economy, road increasingly becomes the basic point of mountain area economy rapid development.Due to being located in mountain area, landform is multiple
Miscellaneous, the restrictive condition and influence factor of construction are more, and the design of mountain road is faced with many problems, therefore, in road construction
Design or construct and all must take into consideration many factors of the changeable grade with a varied topography of mountain area in itself.Wherein, drainage system
Set particularly important.In order to uplift the people's living standard, the drainage system problem for resolving mountain road is extremely important.
Moisture Damage is one of the main reason for causing road structure to destroy, and mountainous terrain has the characteristics of steep paddy depth in slope, and water is very
Easily collect in Gou Xizhong, cause roadbed and the damage by water of protection works.Especially built in the cliffy mountain of southern area
Heavy showers occurs in Lu Shi, mountain area abundant rainfall, specific time period, and mountain area quickly forms " mountain stream ", and a large amount of ponding are along coombe, side
From top to bottom, now if do not taken the road of drainage measure, no matter in road construction phase or road runtime, all can on slope etc.
There is larger potential safety hazard, situations such as road earthwork is destroyed by rush of water, road deck and basic unit are lost in occurs at any time, so repaiied in mountain area
Road is built, drainage problem has to be paid attention to, it is necessary to synthesis accounts for, i.e., to consider charge for remittance, consider draining again, according to
Various actual conditions take necessary measure.
The characteristics of rapid, flow is big, flow velocity is fast is formed because " mountain stream " has, some existing pumping equipments only collect
It is inadequate with ejectment, " mountain stream " often produces violent souring to massif, pumping equipment and roadbed, while sweeps along silt
Block stone, is impacted to pumping equipment and roadbed, it is easy to causes the damage of pumping equipment and roadbed.
Utility model content
The utility model provides a kind of mountain road drainage system, and having can carry out arranging stone energy dissipating to current, extend row
The characteristics of drainage facility and roadbed service life.
Refer to the attached drawing 1, a kind of mountain road drainage system provided by the utility model, side slope is provided with and intercepted water in road
Ditch, the road inner side are provided with gutter, and the intercepting ditch connects the gutter by drain tank, and the drain tank is connected to described
Intercepting ditch middle side edge, the drain tank are provided with water-blocking bank, and the water-blocking bank forms water conservation slot structure, institute with the drain tank
State gutter bottom and be provided with the sump for being used for collecting flowing water, the overflow connected with the sump is provided with the middle part of the gutter side wall
Mouthful, the sump side wall is provided with the water springboard of arranged crosswise, 5 °~30 ° of the water springboard updip, with the sump side wall
Water conservation slot structure is formed, the water springboard root is provided with downpipe, and the downpipe delivery port direction is jumped towards the water of next stage
The draining pipe culvert that plate, sump middle part connection and road outside communicate, the sump is provided with dashpot, described slow
Jet-bedding side wall is provided with water stopper, and the draining pipe culvert delivery port is provided with drop bank.
Further, in a kind of foregoing mountain road drainage system, the sump is in the gutter close to the road
The side on road is provided with drain gully, and the drain gully is provided with overboard lid.
Further, in a kind of foregoing mountain road drainage system, the road elevation at mountain valley position is crossed in low mountain
Paddy both sides, the road outside are provided with continuous barricade.
Further, in a kind of foregoing mountain road drainage system, barricade, the drainpipe are provided with the outside of the road
Culvert runs through the barricade.
Further, in a kind of foregoing mountain road drainage system, the intercepting ditch is stone masonry intercepting ditch, described to let out
Tank is stone masonry drain tank, and the gutter is stone masonry gutter, and the sump is concrete sump, the draining pipe culvert
For pre-cast concrete pipe, the drop bank is concrete drop bank.
Had the beneficial effect that caused by technical scheme described in the utility model：
Mountain road drainage system provided by the utility model is by setting the water springboard and dashpot of water-blocking bank, sump
Etc. mechanism, energy dissipating effectively is carried out to current, reduces current and erosions is washed away to pumping equipment and roadbed, further through intercepting ditch with
The flow structure of gutter stops the impurity such as the silt stone that current carry, and reduces the impact to pumping equipment and roadbed, extends
The service life of pumping equipment and roadbed, and impact failure is only limitted to intercepting ditch and gutter, be easy to repair, can be in road
Construction time, road runtime carry out corresponding draining protection to mountain road, save road construction cost.
Brief description of the drawings
Fig. 1 is a kind of structural representation of embodiment of the utility model.
Mark corresponding relation is in above-mentioned accompanying drawing：
100 intercepting ditch；
200 drain tanks；210 water-blocking banks；
300 gutters；310 overfalls；
400 sumps；
410 water springboards；411 downpipes；
420 dashpots；421 water stoppers；
430 overboard lids；
500 draining pipe culverts；
600 drop banks；
700 barricades；
800 roads.
Embodiment
The utility model is described in further detail with reference to the accompanying drawings and detailed description.
Refer to the attached drawing 1, a kind of mountain road drainage system provided by the utility model, side slope, which is provided with, in road 800 cuts
Ditch 100, the road inner side are provided with gutter 300, and the intercepting ditch 100 connects the gutter 300, institute by drain tank 200
State drain tank 200 and be connected to the middle side edge of intercepting ditch 100, the drain tank 200 is provided with water-blocking bank 210, the dash
Bank 210 forms water conservation slot structure with the drain tank 200, and the bottom of gutter 300 is provided with the sump for being used for collecting flowing water
400, the side wall of gutter 300 middle part is provided with the overfall 310 connected with the sump 400, and the side wall of sump 400 is set
There is the water springboard 410 of arranged crosswise, 5 °~30 ° of 410 updip of water springboard, water conservation groove is formed with the side wall of sump 400
Structure, the root of water springboard 410 are provided with downpipe 411, water springboard of the delivery port direction of downpipe 411 towards next stage
410, the draining pipe culvert 500 that the middle part of sump 400 connection communicates with the outside of road 800, the sump 400 is provided with
Dashpot 420, the side wall of dashpot 420 are provided with water stopper 421, and the delivery port of draining pipe culvert 500 is provided with drop bank 600.
The effect of water conservation slot structure is some water later when current to retain wherein, and current are out-of-date when having again,
Water in water conservation groove can play cushioning effect, carry out energy dissipating to water, be additionally, since in current and often sweep along silt stone etc.
Debris, these debris, which stay in, can greatly change flow-shape in water conservation groove, play more preferable energy dissipating effect.Drain tank 200 connects
The overfall 310 connected with sump 400 is provided with the middle part of the middle side edge of intercepting ditch 100, and the side wall of gutter 300, effect is
Stone is arranged, when the larger impurity of quality is by these position overflows of intercepting ditch 100 and gutter 300, due to intercepting ditch 100 and gutter
300 bottom velocities are slower, and meeting Direct precipitation gets off, so during actual use, the debris dominating impact such as silt stone position is to cut
Ditch 100 and the side wall of gutter 300, without impacting the positions such as sump 400, water springboard 410 and draining pipe culvert 500, by
It is exposed in intercepting ditch 100 and gutter 300, so maintenance is extremely convenient.Water of the delivery port direction of downpipe 411 towards next stage
Springboard 410, effect are the water and downpipe 411 that overflow the edge of water springboard 410 in the case where water flow is big, flow velocity is fast
In the water that falls formed and liquidate, carry out further energy dissipating, while downpipe 411 can be by the water on water springboard 410 after water flows through
Drain in time, prevent the growth of mosquito bacterium algae and the corrosion to sump 400.
Further, in a kind of foregoing mountain road drainage system, the sump 400 is close in the gutter 300
The side of the road 800 is provided with drain gully, and the drain gully is provided with overboard lid 430.When water flow is larger or gutter
When 300 overfall 310 blocks, current can be flowed into sump 400 by drain gully.
Further, in a kind of foregoing mountain road drainage system, the elevation of the road 800 at mountain valley position is crossed in low
Mountain valley both sides, the outside of road 800 are provided with continuous barricade.When there is the situation of intermittent mass-flow, prevent water from passing through
The road surface of road 800 flows to the outside of road 800 and washes away roadbed, meanwhile, it can also prevent water from spilling on road 800 and wash away traffic.
Further, in a kind of foregoing mountain road drainage system, the outside of road 800 is provided with barricade 700, described
Draining pipe culvert 500 runs through the barricade 700.
Further, in a kind of foregoing mountain road drainage system, the intercepting ditch 100 is stone masonry intercepting ditch, institute
It is stone masonry drain tank to state drain tank 200, and the gutter 300 is stone masonry gutter, and the sump 400 catchments for concrete
Well, the draining pipe culvert 500 are pre-cast concrete pipe, and the drop bank 600 is concrete drop bank.
Mountain road drainage system provided by the utility model is by setting the water springboard and dashpot of water-blocking bank, sump
Etc. mechanism, energy dissipating effectively is carried out to current, reduces current and erosions is washed away to pumping equipment and roadbed, further through intercepting ditch with
The flow structure of gutter stops the impurity such as the silt stone that current carry, and reduces the impact to pumping equipment and roadbed, extends
The service life of pumping equipment and roadbed, and impact failure is only limitted to intercepting ditch and gutter, be easy to repair, can be in road
Construction time, road runtime carry out corresponding draining protection to mountain road, save road construction cost.
Specific case used herein is set forth to principle of the present utility model and embodiment, above example
Explanation be only intended to help and understand method and its core concept of the present utility model.It should be pointed out that for the art
For those of ordinary skill, on the premise of the utility model principle is not departed from, some change can also be carried out to the utility model
Enter and modify, these are improved and modification is also fallen into the protection domain of the utility model claims.
Claims (5)
- A kind of 1. mountain road drainage system, it is characterised in that road（800）Interior side slope is provided with intercepting ditch（100）, the road Gutter is provided with the inside of road（300）, the intercepting ditch（100）Pass through drain tank（200）Connect the gutter（300）, the sluicing Groove（200）It is connected to the intercepting ditch（100）Middle side edge, the drain tank（200）It is provided with water-blocking bank（210）, the gear Water bank（210）With the drain tank（200）Form water conservation slot structure, the gutter（300）Bottom, which is provided with, to be used to collect flowing water Sump（400）, the gutter（300）It is provided with and the sump in the middle part of side wall（400）The overfall of connection（310）, it is described Sump（400）Side wall is provided with the water springboard of arranged crosswise（410）, the water springboard（410）5 °~30 ° of updip, with the collection Well（400）Side wall forms water conservation slot structure, the water springboard（410）Root is provided with downpipe（411）, the downpipe （411）Water springboard of the delivery port direction towards next stage（410）, the sump（400）Middle part connects and road（800）Outside The draining pipe culvert communicated（500）, the sump（400）Provided with dashpot（420）, the dashpot（420）Side wall is set There is water stopper（421）, the draining pipe culvert（500）Delivery port is provided with drop bank（600）.
- A kind of 2. mountain road drainage system as claimed in claim 1, it is characterised in that the sump（400）Described Gutter（300）Close to the road（800）Side be provided with drain gully, the drain gully is provided with overboard lid（430）.
- 3. a kind of mountain road drainage system as claimed in claim 1, it is characterised in that cross the road at mountain valley position （800）Elevation is in low mountain valley both sides, the road（800）Outside is provided with continuous barricade.
- A kind of 4. mountain road drainage system as claimed in claim 1, it is characterised in that the road（800）Outside is provided with Barricade（700）, the draining pipe culvert（500）Through the barricade（700）.
- A kind of 5. mountain road drainage system as claimed in claim 1, it is characterised in that the intercepting ditch（100）To grout Stone intercepting ditch, the drain tank（200）For stone masonry drain tank, the gutter（300）For stone masonry gutter, the sump （400）For concrete sump, the draining pipe culvert（500）For pre-cast concrete pipe, the drop bank（600）Dropped for concrete Bank.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720286678.XU CN206646360U (en) | 2017-03-23 | 2017-03-23 | Mountain road drainage system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720286678.XU CN206646360U (en) | 2017-03-23 | 2017-03-23 | Mountain road drainage system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206646360U true CN206646360U (en) | 2017-11-17 |
Family
ID=60279095
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720286678.XU Expired - Fee Related CN206646360U (en) | 2017-03-23 | 2017-03-23 | Mountain road drainage system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206646360U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108729527A (en) * | 2018-08-15 | 2018-11-02 | 黑龙江省水土保持科学研究院 | A kind of ditch head drop prefabricated component |
| CN109914568A (en) * | 2019-04-02 | 2019-06-21 | 无锡市政设计研究院有限公司 | A kind of structure that Cut-off ditch is connected with inspection shaft |
| CN109914192A (en) * | 2019-04-10 | 2019-06-21 | 江苏亿之博实业有限公司 | Water storage type chinampa and its laying method |
-
2017
- 2017-03-23 CN CN201720286678.XU patent/CN206646360U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108729527A (en) * | 2018-08-15 | 2018-11-02 | 黑龙江省水土保持科学研究院 | A kind of ditch head drop prefabricated component |
| CN109914568A (en) * | 2019-04-02 | 2019-06-21 | 无锡市政设计研究院有限公司 | A kind of structure that Cut-off ditch is connected with inspection shaft |
| CN109914192A (en) * | 2019-04-10 | 2019-06-21 | 江苏亿之博实业有限公司 | Water storage type chinampa and its laying 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 |
Granted publication date: 20171117 Termination date: 20190323 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |