CN208039279U - A kind of side slope salivary flow ice systematicness punishment device - Google Patents
A kind of side slope salivary flow ice systematicness punishment device Download PDFInfo
- Publication number
- CN208039279U CN208039279U CN201820440836.7U CN201820440836U CN208039279U CN 208039279 U CN208039279 U CN 208039279U CN 201820440836 U CN201820440836 U CN 201820440836U CN 208039279 U CN208039279 U CN 208039279U
- Authority
- CN
- China
- Prior art keywords
- side slope
- salivary flow
- slope
- flow ice
- ditch
- 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
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 side slope salivary flow ice systematicness to punish device, including intercepting ditch, seepage ditch, faces upward inclined drainpipe, sump and gutter；Intercepting ditch is opened on plain stage of slope, and seepage ditch is located at the underface of intercepting ditch, and seepage ditch is provided with strainer towards the side inside side slope, and the bottom of seepage ditch is then equipped with the drainpipe that side wall is provided with slot；Face upward the lower section that inclined drainpipe is plugged in the side slope that salivary flow ice occurs and is located at seepage ditch；Sump is opened at the slope foot for the side slope that salivary flow ice occurs, and gutter is opened at the slope foot for the side slope that salivary flow ice does not occur for the other side, and sump is connected to gutter by transverse drain.The utility model can reduce the head height in side slope water-bearing layer at many levels, slope surface water is shunted by all kinds of means, and the water to flowing to road surface is acted on by rubble insulating layer, ensure that it keeps the state of liquid, it finally directs it out outside roadbed range, to effectively reduce the destruction of side slope salivary flow ice side slope and road surface.
Description
Technical field
The utility model is related to highway construction technical fields more particularly to a kind of side slope salivary flow ice systematicness to punish device.
Background technology
In the expressway construction of the cold such as China western part, northeast and cool region, side slope salivary flow ice is more general
Time a kind of harm.Salivary flow ice can cause the freezing up of side slope, peel off, rupture, slump a series of problems, such as, salivary flow ice when serious
It stretches on Hai Hui highways, to make pavement of road form smooth ice body, road is caused great harm safely.
So-called salivary flow ice is under cold climate conditions, and mountain highway execavated rockmass blocks underground reservoir, with gas
The reduction of temperature, earth's surface are freezed downwards, and season active layer changes, and diving on original frozen crust is made to become artesian water.Pressure-bearing
Water gradually increases with the thickening of top frozen crust and the reduction of the cross-section of river, pressure, is extruded in earth's surface cap rock weakness
Or cap rock is destroyed under head pressure, and so that underground water is flowed out, cross flow is successively freezed from below to up on road surface, and when it is stretched
When on to road surface, then smooth ice body can be formed on road surface.
Punishment for salivary flow ice, conventional thinking are " relying mainly on prevention, prevention combines ".The emphasis of the thinking is to carry out saliva stream
The prevention work of ice, and to punishing mode, effective punishment system has not yet been formed at present, gear ice wall, Ji Binggou is usually used
It is punished Deng more passive mode, punishment effect is not ideal enough.
Utility model content
In place of in view of the above-mentioned deficiencies in the prior art, at a kind of side slope salivary flow ice systematicness of the utility model offer
It purchases things necessary for a long journey and sets, be applied to cut subgrade, the cut subgrade includes the side slope of the generation salivary flow ice for being separately positioned on its both sides and another
The side slope of salivary flow ice does not occur for side, and is provided with plain stage of slope in the side slope that salivary flow ice occurs；The side slope saliva stream
Ice systematicness punishes device：Intercepting ditch, seepage ditch face upward inclined drainpipe, sump and gutter；
The intercepting ditch is opened on the plain stage of slope, and the seepage ditch is located at the underface of the intercepting ditch, and institute
It states seepage ditch and the side inside the side slope that salivary flow ice occurs is provided with strainer, and the bottom of the seepage ditch is then laid with
There is side wall to be provided with the drainpipe of slot；
The inclined drainpipe of facing upward is plugged in the side slope that salivary flow ice occurs and positioned at the lower section of the seepage ditch, and
Along on the direction of the side slope that salivary flow ice occurs from the inside to the outside, the inclined drainpipe of facing upward is in the form of tilting down；
The sump is opened at the slope foot of the side slope that salivary flow ice occurs, and the gutter, which is opened in, described not to be occurred
At the slope foot of the side slope of salivary flow ice, the sump is connected to the gutter by transverse drain.
Further, it is stamped cover board of the plate face with through-hole at the top of the intercepting ditch.
Further, rubble is filled in the seepage ditch.
Further, it is stamped cover board of the plate face with through-hole at the top of the sump, is fixedly provided with iron double-edged fine-toothed comb, the iron
Rubble insulating layer is provided between double-edged fine-toothed comb and the cover board.
Further, it is stamped cover board of the plate face with through-hole at the top of the gutter, is fixedly provided with iron double-edged fine-toothed comb, the iron is combed
It is provided with rubble insulating layer between the sub and described cover board.
Further, the outside of the transverse drain is coated with concrete and assures.
The side slope salivary flow ice systematicness of the utility model punishes device, by the way that intercepting ditch, seepage ditch is arranged, faces upward inclined draining
Pipe, sump and gutter；May be implemented to reduce the head height in side slope water-bearing layer at many levels, and by all kinds of means to slope surface water into
The effect of row shunting, to reduce the risk that flow intrudes into slope surface surface and road surface.Even and if being invaded in flow
When to slope surface surface and road surface, it can also ensure that flow keeps the state of liquid by rubble insulating layer, and finally by it
It guides to outside roadbed range, to effectively reduce harm of the side slope salivary flow ice to slope surface and pavement facilities.
Description of the drawings
Fig. 1 is the structural schematic diagram that the side slope salivary flow ice systematicness that the utility model embodiment provides punishes device.
Fig. 2 is the plan view of the iron double-edged fine-toothed comb in the utility model embodiment；
Fig. 3 be Fig. 2 in I-I to cross-section diagram；
Fig. 4 be Fig. 2 in II-II to cross-section diagram；
Fig. 5 is the reinforcing bar distribution schematic diagram of the cover board in the utility model embodiment；
Fig. 6 is the plan view of the cover board in the utility model embodiment；
Fig. 7 is the cross-sectional view of the cover board in the utility model embodiment；
Fig. 8 is the skiagraph of the cover board in the utility model embodiment.
Reference sign：
1：Intercepting ditch, 2：The side slope of generation salivary flow ice, 3：Plain stage of slope, 4：Seepage ditch,
5：Face upward inclined drainpipe, 6：Sump, 7：Do not occur the side slope of salivary flow ice, 8：Gutter,
9：Transverse drain, 10：Concrete is assured, and 11：Cover board, 12：Rubble insulating layer,
13：Iron double-edged fine-toothed comb, 14：Transverse steel, 15：Longitudinal reinforcement.
Specific implementation mode
It is new below in conjunction with this practicality to keep the purpose, technical scheme and advantage of the utility model embodiment clearer
Attached drawing in type embodiment, the technical scheme in the utility model embodiment is clearly and completely described, it is clear that is retouched
The embodiment stated is a part of the embodiment of the utility model, instead of all the embodiments.Based on the reality in the utility model
Apply example, the every other embodiment that those of ordinary skill in the art are obtained without making creative work, all
Belong to the range of the utility model protection.
Referring to Fig. 1, Fig. 1 shows the structure chart of the punishment device of the side slope salivary flow ice systematicness in the present embodiment, the side
Slope salivary flow ice systematicness punishment device is applied to cut subgrade, which includes the generation saliva stream for being separately positioned on its both sides
The side slope 7 of salivary flow ice does not occur for the side slope 2 of ice and the other side, and is provided with plain stage of slope 3 in the side slope 2 that salivary flow ice occurs；
Side slope salivary flow ice systematicness punishment device is specifically included with lower structure：Intercepting ditch 1, faces upward inclined drainpipe 5, catchments at seepage ditch 4
Well 6 and gutter 8；Wherein,
Above-mentioned intercepting ditch 1 is opened on plain stage of slope 3, and trend is consistent with the trend of highway.The effect master of the intercepting ditch 1
If for reducing the height that corresponding side slope includes water layer.Because the crevice water in side slope is the main source of side slope salivary flow ice.
Therefore after reducing the height that corresponding side slope includes water layer by intercepting ditch 1, it can prevent the harm of salivary flow ice from generating from source.
Even and if have above plain stage of slope 3 overflow moisture flow out, can be also collected by the intercepting ditch 1, and eventually pass through this
The bottom of trench longitudinal slope of intercepting ditch 1 drains into outside roadbed range, to effectively reduce the harm of salivary flow ice road pavement facility.
Also, in the present embodiment, cover board 11 of the plate face with through-hole is also stamped at the top of above-mentioned intercepting ditch 1.Pass through the lid
Plate 11 can carry out the water in intercepting ditch 1 certain heat preservation, prevent its icing.The cover board 11 is armored concrete material,
For form as shown in Fig. 5~Fig. 8, which is internally provided with more transverse steels 14 and Duo Gen longitudinal reinforcements 15, wherein horizontal
To 15 vertical distribution of reinforcing bar 14 and longitudinal reinforcement, the through-hole for the strip that multiple water supply streams pass through is provided in plate face.
Above-mentioned seepage ditch 4 is located at the underface of intercepting ditch 1, and trend is identical as intercepting ditch 1, and seepage ditch 4 is towards generation
Side inside the side slope 2 of salivary flow ice is provided with strainer, which is the nylon wire of 100 mesh.And the bottom of seepage ditch 4 is then laid with
There are Φ 20cm and side wall to be provided with the drainpipe of HDPE (high density polyethylene (HDPE)) material of slot.The seepage ditch 4 is mainly used for phase
Answer the strainer that the crevice water of higher depth in side slope is collected namely the crevice water of side slope higher depth passes through 4 side of seepage ditch
Filtering it is laggard infiltrate in ditch 4, and drained into outside roadbed range eventually by the drainpipe for being laid on 4 bottom of seepage ditch.Wherein
Strainer be mainly to filter out impurity in flow, prevent the slot on drainpipe to be blocked.Further, in the seepage ditch 4
Inside it is also filled with the rubble of 2~4cm high.On the one hand the rubble filled can carry out further to flowing into the water in seepage ditch 4
On the other hand filtering can also form insulation effect to flow, prevent its icing.
The above-mentioned lower section for facing upward inclined drainpipe 5 and being plugged in the side slope 2 that salivary flow ice occurs and being located at seepage ditch 4, tube wall
On offer multiple permeable holes, and along occurring on the direction of the side slope 2 of salivary flow ice from the inside to the outside, this is faced upward inclined drainpipe 5 and is in
The form tilted down.This is faced upward inclined drainpipe 5 and is mainly used to exclude the intermediary water in corresponding side slope or crevice water, and when setting is first
Osculum first is opened up in corresponding side slope, this, which is then faced upward inclined drainpipe 5, is plugged in corresponding osculum, this faces upward inclined row
The double-wall corrugated pipe of the HDPE materials of outer diameter 116mm, internal diameter 100mm can be used in water pipe 5.As for osculum hole depth, hole position and
Hole count then can suitably be arranged according to the underground water exposure situation disclosed when constructing.Further, height is answered in the aperture of osculum
Go out slope foot 1.0m.And it can be a row or multi-row according to the hydrologic regime arrangement of corresponding side slope.
Above-mentioned sump 6 is opened at the slope foot for the side slope 2 that salivary flow ice occurs, and the walking along road surface of multiple sumps 6
To being uniformly distributed；Gutter 8 is opened at the slope foot for the side slope 7 that salivary flow ice does not occur, and each sump 6 passes through transverse direction respectively
Drainpipe 9 is connected to gutter 8.The sump 6 is mainly used for collecting the water that slope table surface current goes out.If any many places salivary flow ice paragraph,
Then the distance that sump 6 can also be adjusted according to actual conditions carries out device layout.Further, at the top of sump 6
It is stamped cover board 11 of the plate face with through-hole, is fixedly provided with iron double-edged fine-toothed comb 13, is protected filled with rubble between iron double-edged fine-toothed comb 13 and cover board 11
Warm layer 12.Wherein, rubble insulating layer 12 is mainly used for being filtered flow and keeping the temperature.The form of iron double-edged fine-toothed comb 13 such as Fig. 2~Fig. 4
Shown, one side is used for bearing the weight of top rubble insulating layer 12, on the other hand can make the flow in infiltration sump 6
Filtering is again passed by, sundries etc. is avoided to enter internal system.
Further, the trend of above-mentioned gutter 8 and the trend of highway are consistent, and cover board of the plate face with through-hole is stamped at the top of it
11, and it is being fixedly provided with iron double-edged fine-toothed comb 13, rubble insulating layer 12 is filled with equally between iron double-edged fine-toothed comb 13 and cover board 11.And
In gutter 8, cover board 11, iron double-edged fine-toothed comb 13 and rubble insulating layer 12 are identical as the effect in sump 6.
Further, the outside of above-mentioned transverse drain 9 is coated with the concrete of C25 and assures 10.The concrete assures 10
On the one hand the stability that can increase transverse drain 9, on the other hand can also keep the temperature transverse drain 9, prevent it
Internal water freezing.And on from sump 6 to the direction of gutter 8, transverse drain 9 is in the form of tilting down, to just
It flows in gutter 8 in the water in sump 6, and is discharged to outside roadbed range eventually by gutter 8.More specifically, the transverse drainage
The PE100 feed pipes of HDPE materials, nominal outside diameter 315mm, nominal wall thickness 15mm, SDR21 type nominal may be used in pipe 9
Pressure is 0.8MPa.
The side slope salivary flow ice systematicness of the present embodiment punishes device, by the way that intercepting ditch, seepage ditch is arranged, faces upward inclined draining
Pipe, sump and gutter；May be implemented to reduce the head height in side slope water-bearing layer at many levels, and by all kinds of means to slope surface water into
The effect of row shunting, to reduce the risk that flow intrudes into slope surface surface and road surface.Even and if being invaded in flow
When to slope surface surface and road surface, it can also ensure that flow keeps the state of liquid by rubble insulating layer, and finally by it
It guides to outside roadbed range, to effectively reduce harm of the side slope salivary flow ice to slope surface and pavement facilities.
It should be noted that herein, the terms "include", "comprise" or its any other variant are intended to non-row
His property includes, so that process, method, article or terminal device including a series of elements are not only wanted including those
Element, but also include other elements that are not explicitly listed, or further include for this process, method, article or terminal
The intrinsic element of equipment.In the absence of more restrictions, the element limited by sentence "including a ...", is not arranged
Except there is also other identical elements in process, method, article or the terminal device including the element.
The preferred embodiment that these are only the utility model, is not intended to limit the utility model, for this field
Technical staff for, various modifications and changes may be made to the present invention.Within the spirit and principle of the utility model,
Any modification, equivalent replacement, improvement and so on should be included within the scope of protection of this utility model.
Claims (6)
1. a kind of side slope salivary flow ice systematicness punishes device, it is applied to cut subgrade, the cut subgrade includes being separately positioned on
The side slope of the generation salivary flow ice of its both sides and the side slope that salivary flow ice does not occur, and be provided in the side slope that salivary flow ice occurs
Plain stage of slope；It is characterized in that, the side slope salivary flow ice systematicness punishment device includes：Intercepting ditch, seepage ditch face upward inclined draining
Pipe, sump and gutter；
The intercepting ditch is opened on the plain stage of slope, and the seepage ditch is located at the underface of the intercepting ditch, and described is oozed
Ditch is provided with strainer towards the side inside the side slope that salivary flow ice occurs, and the bottom of the seepage ditch is then equipped with side
Wall is provided with the drainpipe of slot；
The inclined drainpipe of facing upward is plugged in the side slope that salivary flow ice occurs and positioned at the lower section of the seepage ditch, and along
On the direction of the side slope that salivary flow ice occurs from the inside to the outside, the inclined drainpipe of facing upward is in the form of tilting down；
The sump is opened at the slope foot of the side slope that salivary flow ice occurs, and the gutter, which is opened in, described saliva stream does not occur
At the side slope slope foot of ice, the sump is connected to the gutter by transverse drain.
2. side slope salivary flow ice systematicness as described in claim 1 punishes device, which is characterized in that the top cover of the intercepting ditch
There is cover board of the plate face with through-hole.
3. side slope salivary flow ice systematicness as described in claim 1 punishes device, which is characterized in that be filled in the seepage ditch
Rubble.
4. side slope salivary flow ice systematicness as described in claim 1 punishes device, which is characterized in that the top cover of the sump
There is cover board of the plate face with through-hole, is fixedly provided with iron double-edged fine-toothed comb, rubble insulating layer is provided between the iron double-edged fine-toothed comb and the cover board.
5. side slope salivary flow ice systematicness as described in claim 1 punishes device, which is characterized in that be stamped at the top of the gutter
Cover board of the plate face with through-hole is fixedly provided with iron double-edged fine-toothed comb, rubble insulating layer is provided between the iron double-edged fine-toothed comb and the cover board.
6. side slope salivary flow ice systematicness as described in claim 1 punishes device, which is characterized in that outside the transverse drain
Portion is coated with concrete and assures.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820440836.7U CN208039279U (en) | 2018-03-29 | 2018-03-29 | A kind of side slope salivary flow ice systematicness punishment device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820440836.7U CN208039279U (en) | 2018-03-29 | 2018-03-29 | A kind of side slope salivary flow ice systematicness punishment device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208039279U true CN208039279U (en) | 2018-11-02 |
Family
ID=63946315
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820440836.7U Expired - Fee Related CN208039279U (en) | 2018-03-29 | 2018-03-29 | A kind of side slope salivary flow ice systematicness punishment device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208039279U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109853595A (en) * | 2019-03-28 | 2019-06-07 | 中交第二公路勘察设计研究院有限公司 | Cut slope salivary flow ice safeguard structure and method |
| CN110206119A (en) * | 2019-06-25 | 2019-09-06 | 四川省公路规划勘察设计研究院有限公司 | A kind of double water system of road that road surface water is isolated with subgrade drainage |
| CN110241676A (en) * | 2019-06-11 | 2019-09-17 | 山西省交通规划勘察设计院有限公司 | A kind of execavated rockmass superelevation section surface drainage |
| CN114922207A (en) * | 2022-06-29 | 2022-08-19 | 吉林省嘉博生物科技有限公司 | Drainage system for landslide ecological restoration |
-
2018
- 2018-03-29 CN CN201820440836.7U patent/CN208039279U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109853595A (en) * | 2019-03-28 | 2019-06-07 | 中交第二公路勘察设计研究院有限公司 | Cut slope salivary flow ice safeguard structure and method |
| CN110241676A (en) * | 2019-06-11 | 2019-09-17 | 山西省交通规划勘察设计院有限公司 | A kind of execavated rockmass superelevation section surface drainage |
| CN110206119A (en) * | 2019-06-25 | 2019-09-06 | 四川省公路规划勘察设计研究院有限公司 | A kind of double water system of road that road surface water is isolated with subgrade drainage |
| CN114922207A (en) * | 2022-06-29 | 2022-08-19 | 吉林省嘉博生物科技有限公司 | Drainage system for landslide ecological restoration |
| CN114922207B (en) * | 2022-06-29 | 2023-01-13 | 张以晨 | Drainage system for landslide ecological restoration |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208039279U (en) | A kind of side slope salivary flow ice systematicness punishment device | |
| WO2021109537A1 (en) | Ultra-long tunnel sewage disposing and separation drainage structure suitable for cold regions | |
| CN103510441B (en) | Three-dimensional-drainage roadbed structure for preventing water damage of road in cold region and construction method thereof | |
| CN109518789B (en) | Water collecting, catchment and drainage treatment system for road to pass through water environment sensitive area | |
| CN113818534B (en) | Biological detention facility for sponge urban road | |
| CN108757027B (en) | Multifunctional drainage system in tunnel | |
| CN108239905A (en) | A kind of anti-ponding road and its construction method | |
| EP1141494A1 (en) | Water conduit | |
| CN207362980U (en) | A kind of biology stranded belt downflow weir | |
| CN212582324U (en) | Municipal works road laying structure | |
| CN215518442U (en) | Culvert structure for road drainage | |
| CN211395743U (en) | Water accumulation preventing and draining structure of retaining wall of mountain road | |
| CN213358855U (en) | Can collect interception ditch of permeable material basic unit rainwater | |
| CN209873496U (en) | Highway evaporation structure | |
| CN208473932U (en) | Multi-functional lobby water system in a kind of tunnel | |
| CN207297090U (en) | A kind of sewer structure for expansive stratum Tunnel Base draining | |
| CN215105840U (en) | Road rain and sewage separation continuous drainage system | |
| CN207739095U (en) | A kind of autoroute side point band drainage system | |
| CN215563144U (en) | Road drainage structure | |
| CN210658632U (en) | Infiltration ditch structure | |
| CN214363961U (en) | Tunnel portal hidden road surface intercepting ditch | |
| CN210946366U (en) | Roadbed protective structure permeates water | |
| CN108842891A (en) | A kind of the rain sewage collection system and construction method of high-pile beam Wharf Platform | |
| CN212027876U (en) | Super long tunnel separation drainage structures of decontaminating suitable for cold areas | |
| JPH0686742B2 (en) | Underground reduction structure of snowmelt water on snow-melting road |
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: 20181102 Termination date: 20190329 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |