CN109024146B - Highway side slope drainage structure - Google Patents

Highway side slope drainage structure Download PDF

Info

Publication number
CN109024146B
CN109024146B CN201810807591.1A CN201810807591A CN109024146B CN 109024146 B CN109024146 B CN 109024146B CN 201810807591 A CN201810807591 A CN 201810807591A CN 109024146 B CN109024146 B CN 109024146B
Authority
CN
China
Prior art keywords
water
pipe
drain pipe
highway
hole
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
Application number
CN201810807591.1A
Other languages
Chinese (zh)
Other versions
CN109024146A (en
Inventor
蒲彦
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sichuan Qichuang Construction Engineering Co ltd
Original Assignee
Sichuan Qichuang Construction Engineering Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Sichuan Qichuang Construction Engineering Co ltd filed Critical Sichuan Qichuang Construction Engineering Co ltd
Priority to CN201810807591.1A priority Critical patent/CN109024146B/en
Publication of CN109024146A publication Critical patent/CN109024146A/en
Application granted granted Critical
Publication of CN109024146B publication Critical patent/CN109024146B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/22Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224Surface drainage of streets
    • E01C11/227Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/10Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

Landscapes

  • Engineering & Computer Science (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Sewage (AREA)

Abstract

The invention discloses a highway side slope drainage structure, which relates to the field of highway drainage and comprises a water storage tank and a drainage tank, wherein a floating plate is connected in the water storage tank in a vertical sliding manner; the water-blocking plate is provided with a flow-limiting hole communicated with the lower water tank; under a normal state, the upper edge of the flow limiting hole is lower than the upper edge of the upper hole of the drain pipe, and the lower edge of the flow limiting hole is lower than the lower edge of the lower hole of the drain pipe; the water drainage pipe is also evenly provided with water permeable holes. The problem of among the prior art, when the rainfall is less, the rainwater gets into the drain pipe rapid and is discharged by the drain pipe, leads to water not to permeate to the side slope inside, has the rivers flow in the automatically regulated water pipe, prolongs the flow time of rainwater in the drain pipe, makes the rainwater have the inside advantage of longer time infiltration to the side slope.

Description

Highway side slope drainage structure
Technical Field
The invention relates to the field of highway drainage, in particular to a highway side slope drainage structure.
Background
With the rapid development of economy in China, the mileage of the highway is continuously increased. The maintenance of the highway is more and more emphasized, the early damage water of the highway is the first 'sourcer', the drainage design relates to the service life and the use cost of the highway, and in order to prevent the water accumulation in the center of the highway surface in rain, the highway is generally set into a structure with a high middle and two low sides, so that the water in the center of the highway flows to the two sides of the highway, and finally the water accumulation on the highway surface is drained away through the drainage structures on the side slopes on the two sides of the highway.
At present, the drainage modes of the side slopes on two sides of the road surface of the expressway comprise two types, namely centralized drainage and distributed drainage:
(1) the distributed drainage is that no water retaining facility is arranged outside the highway, and rainwater naturally flows to the side slope after falling to the road surface and flows to the side ditch through the side slope to be drained away; the distributed drainage has the advantages of rapid drainage, no water accumulation on the road surface, contribution to driving safety and small damage of rainwater to the road surface; however, the mode is easy to cause secondary scouring to the surface of the side slope, and particularly the subgrade is seriously damaged by silt and expanded land areas;
(2) the centralized drainage is that the outer side of the highway is provided with a water blocking belt or a curb, the water blocking belt is provided with dustpan openings at intervals, the lower parts of the dustpan openings are connected with a rapid trough, and the rapid trough is connected with a side ditch. After the rainwater falls to the road surface, the rainwater is concentrated along the water blocking belt at the dustpan opening and then flows to the side ditch through the rapid trough to be discharged; the centralized drainage has the advantages of avoiding scouring of the surface of the side slope and being beneficial to protecting the roadbed; however, due to the fact that the highway pavement is not flat or the longitudinal slope changes, the accumulated water on the pavement between the water blocking belt and the two dustpan openings is prone to being drained and difficult to drain.
In the prior art, reference is made to a Chinese patent document with an authorization publication number of CN202898940U, which discloses a multifunctional dense-hole type highway side slope drainage structure used on two sides of a highway, and the highway side slope drainage structure comprises water blocking belts arranged on two sides of a road, wherein a drainage pipe buried in a side slope is arranged on each water blocking belt, the upper end of each drainage pipe penetrates through each water blocking belt, the lower end of each drainage pipe inclines downwards and is connected with a side ditch, a valve is arranged at the lower end of each drainage pipe, and a water seepage hole is arranged on the side wall of each drainage; the utility model discloses have the advantage of centralized drainage and distributed drainage concurrently, the shortcoming of two kinds of current drainage methods has been overcome, guarantee promptly that the ability of falling water can fully drain away, can not ponding on making road pavement, can not erode the side slope again, highway has been protected, highway's life has been prolonged, can irrigate the greening plant on the side slope through the cooperation in valve and infiltration hole again, the very big potential safety hazard of watering formula watering existence has been avoided, the traffic accident that will use a large amount of watering cars to water to the side slope plant when also having avoided dry season.
The multifunctional dense-hole highway side slope drainage structure permeates water in the water pipe into the side slope through the water seepage holes, so that the plant roots on the side slope are irrigated. However, when the rainfall is less, a small amount of rainwater can be rapidly drained by the drain pipe when entering the drain pipe, so that the water in the drain pipe does not permeate into the side slope and flows into the drain ditch to be drained away.
Disclosure of Invention
The invention aims to provide a drainage structure for a highway side slope, which has the advantages that the flow of water in a water pipe can be automatically regulated, the rainfall is small, the instantaneous flow in the pipe is reduced when the surface water is small, the flowing time of rainwater in the drainage pipe is prolonged, the rainwater can permeate into the side slope for a longer time, the instantaneous flow in the pipe is increased when the rainfall is large and the area water is large, the flow speed of the rainwater in the drainage pipe is accelerated, and the rainwater can be quickly drained.
The technical purpose of the invention is realized by the following technical scheme:
a highway side slope drainage structure comprises a water collecting tank arranged between a highway and a side slope, wherein the water collecting tank comprises a water storage tank and a lower water tank, the water storage tank is horizontally arranged, the lower water tank is vertically arranged on one side, close to the side slope, of the water storage tank, a floating plate is horizontally arranged in the water collecting tank, one side of the floating plate is fixedly connected with a water blocking plate vertically inserted in the lower water tank, one side of the water blocking plate is vertically connected to one side, close to the side slope, of the lower water tank in a sliding mode, a drainage pipe is arranged in the side slope, the upper end of the drainage pipe is communicated with the lower water tank, and the lower end; the water blocking plate is horizontally provided with a restricted flow hole which can be communicated with the lower water tank, and the diameter of the restricted flow hole is the same as the aperture of the drain pipe;
under a normal state, the upper edge of the flow limiting hole is lower than the upper edge of the upper hole of the drain pipe, and the lower edge of the flow limiting hole is lower than the lower edge of the lower hole of the drain pipe;
the water in the water collecting tank pushes the floating plate to rise so as to drive the water blocking plate to rise and enable the flow limiting hole to be coaxial with the upper hole of the drain pipe;
and the water drainage pipe is also uniformly provided with water permeable holes.
By adopting the scheme, when the rainfall is small and the surface area of the highway is less, the accumulated water on the surface of the highway flows into the water storage tank, then directly flows into the lower water tank and flows into the drainage pipe through a gap between the flow limiting hole of the water blocking plate and the upper hole of the drainage pipe, so that the flow of the accumulated water is controlled, the accumulated water slowly flows along the drainage pipe, and more accumulated water permeates into the side slope from the water permeable hole of the drainage pipe to water plants; when the rainfall is big, the ponding on highway surface flows to the catch basin in, then flow to the basin back down, because the gap is less between restricted aperture and the drain pipe upper hole, therefore ponding at first begins to fill the basin down, then continue to fill the catch basin, thereby it begins the come-up to drive the kickboard, thereby it begins to rise to drive the water-blocking board, thereby make the clearance between restricted aperture and the drain pipe upper hole crescent, until drain pipe upper hole and restricted aperture coaxial line, and then increase flow, thereby make the ponding in the catch basin, discharge through the drain pipe fast.
Preferably, a water blocking belt is vertically connected above the water collecting tank, a sewer is arranged in the water blocking belt, the lower end of the sewer is communicated with the water collecting tank, the lower edge of the upper end of the sewer is lower than the upper surface of the expressway, and the upper edge of the upper end of the sewer is higher than the upper surface of the expressway.
By adopting the above scheme, when the rainwater on the surface of the expressway flows to the two sides of the expressway, the water blocking belt realizes the interception of the rainwater on the expressway, the rainwater on the expressway is prevented from flowing to the upper surface of the side slope and causes secondary washing to the side slope, then the accumulated water blocked by the water blocking belt directly flows to the water collecting tank from the sewer arranged in the water blocking belt, the lower edge of the upper end of the sewer arranged on the other hand is lower than the surface of the expressway, the upper edge of the upper end of the sewer is higher than the surface of the expressway, and the accumulated water outside the sewer can conveniently and completely flow into the sewer.
Preferably, a water seepage pipe is sleeved on the outer side of the drain pipe, and water seepage holes are formed in the water seepage pipe;
the drain pipe is inserted in the water seepage pipe.
Through adopting above-mentioned scheme, water in the drain pipe can flow to the infiltration pipe through the hole of permeating water, then permeate the side slope through the infiltration hole in to direct watering the root of planting the plant on the side slope, on the other hand sets up the drain pipe and inserts the change of locating the drain pipe that can be convenient for in the infiltration pipe.
Preferably, the outer side of the water seepage pipe is also sleeved with reverse water seepage engineering cloth.
Through adopting above-mentioned scheme, the outside cover of infiltration pipe is equipped with one-way infiltration cloth, can prevent that the water in the side slope from flowing backwards to in the infiltration pipe.
Preferably, the drain pipe comprises a plurality of sections of pipe bodies which are spliced with each other, an annular groove is formed in the upper end of each pipe body, an insert ring is fixedly arranged at the lower end of each pipe body, and the insert rings of the two adjacent sections of pipe bodies are mutually inserted into the annular groove.
Through adopting above-mentioned scheme, the equipment of the drain pipe of being convenient for, and can realize the sealed between each section body of pipe, prevent that ponding from flowing out between each section body of pipe.
Preferably, the outer side of each pipe body is uniformly and fixedly provided with a ring piece, the ring piece is coaxial with the pipe body, and the outer side of the ring piece is abutted against the inner side wall of the water seepage pipe.
By adopting the scheme, the inner side wall of the water seepage pipe can be cleaned through the ring piece on the arranged pipe body, so that foreign matters such as moss on the inner side wall of the water seepage pipe are scraped off from the water seepage pipe along with the ring piece of the pipe body.
Preferably, the position of the upper end of the sewer is fixedly connected with a filter screen.
Through adopting above-mentioned scheme, can completely cut off the stone and the rubbish on highway surface in the outside of sewer through the filter screen that sets up, prevent that rubbish, stone from getting into and blockking up the sewer in the sewer.
Preferably, the lower end of the side slope corresponding to the drain pipe is detachably connected with a lower retaining ring, and the lower retaining ring is abutted against the lower end of the drain pipe.
Through adopting above-mentioned scheme, lower fender ring butt has realized the support of lower fender ring to the drain pipe in the lower extreme of drain pipe, prevents that the drain pipe from following the water seepage pipe roll-off.
Preferably, a reinforcing ring made of concrete is embedded in the position, corresponding to the lower end of the drain pipe, of the side slope, the upper end of the reinforcing ring is fixedly connected to the water seepage pipe, and the lower retaining ring is in threaded connection with the reinforcing ring.
Through adopting above-mentioned scheme, through the reinforcement ring that sets up and threaded connection have realized down keeping off the removable of ring in the lower fender ring of reinforcement ring, the change of the drain pipe of being convenient for has also realized the support of keeping off the ring to the drain pipe down simultaneously.
Preferably, one side of the side slope close to the lower water tank is detachably connected with an upper stop block, and the upper stop block abuts against the upper end of the water drainage pipe;
the upper stop block is provided with a through hole which is communicated with the drain pipe and has the same aperture corresponding to the upper end of the drain pipe;
one side of the water blocking plate is abutted against one side of the upper stop block, which is far away from the drain pipe.
Through adopting above-mentioned scheme, can carry on spacingly to the upper end of drain pipe through setting up the dog, prevent to use the back for a long time, produce the clearance between each section body.
In conclusion, the invention has the following beneficial effects:
1. when the rainfall is small and the surface area of the highway is less, accumulated water on the surface of the highway flows into the water storage tank, then directly flows into the lower water tank and flows into the drainage pipe through a gap between the flow limiting hole of the water blocking plate and the upper hole of the drainage pipe, so that the flow of the accumulated water is controlled, the accumulated water slowly flows along the drainage pipe, and more accumulated water permeates into the side slope from the water permeable hole of the drainage pipe to water plants; when the rainfall is large, accumulated water on the surface of the highway flows into the water storage tank, then flows into the lower water tank, and then, as the gap between the flow limiting hole and the upper hole of the water drainage pipe is smaller, the accumulated water firstly begins to fill the lower water tank, then continues to fill the water storage tank, so that the floating plate is driven to float upwards, and the water blocking plate is driven to rise, so that the gap between the flow limiting hole and the upper hole of the water drainage pipe is gradually increased until the upper hole of the water drainage pipe is coaxial with the flow limiting hole, and further the flow is increased, so that the accumulated water in the water collection tank is quickly discharged through the water drainage pipe;
2. the assembly of the drain pipe is convenient, the sealing between the sections of pipe bodies can be realized, and accumulated water is prevented from flowing out from the sections of pipe bodies;
3. the inner side wall of the water seepage pipe can be cleaned through the ring piece on the arranged pipe body, so that foreign matters such as moss on the inner side wall of the water seepage pipe are scraped off from the water seepage pipe along with the ring piece of the pipe body.
Drawings
FIG. 1 is a schematic sectional view showing the overall structure of a drainage structure for a slope of a highway;
FIG. 2 is an enlarged view of portion A of FIG. 1;
FIG. 3 is a schematic view of the embodiment highlighting the drainage channel.
In the figure, 1, a water collecting tank; 11. a water storage tank; 111. a slide bar; 112. a support pillar; 12. a water discharging tank; 13. a floating plate; 131. a slide hole; 132. a water-blocking plate; 1321. a flow restriction orifice; 2. a drainage channel; 21. a drain pipe; 211. a pipe body; 2111. an annular groove; 2112. inserting a ring; 212. water permeable holes; 213. a ring sheet; 22. a water seepage pipe; 221. a water seepage hole; 222. one-way water seepage cloth; 23. an upper stop block; 231. a through hole; 24. a reinforcing ring; 241. a lower baffle ring; 3. a containing groove; 31. water blocking belts; 311. a sewer; 312. and (5) filtering by using a filter screen.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings. In which like parts are designated by like reference numerals. It should be noted that the terms "front," "back," "left," "right," "upper" and "lower" used in the following description refer to directions in the drawings, and the terms "ground" and "top," "inner" and "outer" refer to directions toward and away from, respectively, the geometric center of a particular component.
Example (b): the utility model provides a highway side slope drainage structures, combines fig. 1 and fig. 2, includes that vertical sump 1 of seting up between highway and side slope and a plurality of slope set up the drainage channel 2 in the side slope, drainage channel 2's upper end and sump 1 intercommunication, drainage channel 2's lower extreme and the side ditch intercommunication of seting up in the side slope below. When raining, rainwater on the upper surface of the highway flows into the water collecting grooves 1 on two sides of the highway, and then water in the water collecting grooves 1 is discharged into the side ditches through the drainage channels 2 to flow away, so that water accumulated on the surface of the highway is prevented.
The storage tank 3 has been still seted up to the position that corresponds the water catch bowl 1 upper end on highway, vertically insert in the storage tank 3 and be equipped with water blocking area 31, water blocking area 31 comprises the concrete stone slab that the polylith evenly arranged along the horizontal direction, the mutual butt in both ends of adjacent concrete stone slab, and the lower extreme lateral wall of stone slab and the lateral wall butt of storage tank 3, evenly set up a plurality of sewer 311 of falling L shape along the horizontal direction in the water blocking area 31, the lower extreme of sewer 311 all communicates with the water catch bowl 1, the upper end of sewer 311 still all communicates with the highway upper surface, and the upper end lower edge of sewer 311 all is less than the highway surface, the upper end upper edge of sewer 311 all is higher than the highway surface. The inside of the upper end of the sewer 311 is also fixedly connected with a filter screen 312 respectively. When the highway rainwater intercepting device works, when rainwater on the surface of a highway flows to two sides of the highway, the rainwater on the highway is intercepted by the water intercepting belt 31, the rainwater on the highway is prevented from flowing to the upper surface of a side slope and causing secondary washing to the side slope, then accumulated water intercepted by the water intercepting belt 31 directly flows into the water collecting tank 1 from the sewer 311 arranged in the water intercepting belt 31, stones and garbage on the surface of the highway can be isolated to the outer side of the sewer 311 through the arranged filter screen 312, and the garbage and the stones are prevented from entering the sewer 311 to block the sewer 311. On the other hand, the lower edges of the upper ends of the arranged sewers 311 are lower than the surface of the expressway, and the upper edges of the upper ends of the sewers 311 are higher than the surface of the expressway, so that accumulated water outside the sewers 311 can completely flow into the sewers. Secondly, when the water collecting tank 1 needs to be cleaned or the construction in the water collecting tank 1 needs to be operated, the concrete slates forming the water blocking belt 31 can be directly pulled out of the containing groove 3, so that the water collecting tank 1 is correspondingly operated.
The water collecting tank 1 is in an inverted L shape and comprises a water storage tank 11 and a lower water tank 12, wherein the water storage tank 11 is horizontally arranged, the lower water tank 12 is vertically arranged on one side, close to the side slope, of the water storage tank 11, a floating plate 13 is horizontally arranged in the water storage tank 11, the width of the floating plate 13 is smaller than that of the water storage tank 11, a plurality of sliding rods 111 are vertically inserted in the water storage tank 11, and the upper ends of the sliding rods 111 can abut against the lower end of the water blocking. The position that corresponds slide bar 111 on floating plate 13 has seted up slide opening 131, slide bar 111 inserts and locates in slide opening 131, through slide opening 131 and slide bar 111 cooperation, floating plate 13 can vertically slide and connect in catch basin 11, the lower extreme of slide bar 111 has set firmly support column 112, the upper surface butt of support column 112 is in floating plate 13 lower surface to thereby make floating plate 13 be higher than the bottom surface of catch basin 11 under the normal attitude and can make ponding flow to in the basin 12 from the below of floating plate 13.
Drainage channel 2 includes drain pipe 21 and the infiltration pipe 22 of cover locating the drain pipe 21 outside, corresponds drain pipe 21 and infiltration pipe 22 in the basin 12 vertically to be provided with dog 23 in one side, goes up dog 23 and inserts one side of locating the side slope and leaning on basin 12 down along the horizontal direction, still sets up the through-hole 231 that a plurality of levels set up on going up dog 23, the diameter of through-hole 231 is the same with drain pipe 21's aperture, through-hole 231 all communicates with the upper end of the drain pipe 21 that corresponds. One side of the floating plate 13 is also vertically and fixedly connected with a water blocking plate 132 inserted in the lower water tank 12, and the horizontal thickness of the water blocking plate 132 is smaller than the horizontal width of the lower water tank 12. One side of the water blocking plate 132 abuts on the side of the upper stopper 23 away from the drain passage 2. The water blocking plate 132 is further provided with a plurality of flow restricting holes 1321, the diameter of the flow restricting holes 1321 is the same as that of the through holes 231, and the plurality of flow restricting holes 1321 are respectively communicated with the corresponding through holes 231 on the upper stop block 23. Under normal conditions, the upper edge of the flow limiting hole 1321 is lower than the upper edge of the through hole 231, the lower edge of the flow limiting hole 1321 is lower than the lower edge of the through hole 231, and when the upper surface of the floating plate 13 abuts against the lower surface of the water blocking tape 31, the flow limiting hole 1321 is coaxial with the through hole 231. Therefore, when the rainfall is small and the surface area of the highway is less, the accumulated water on the surface of the highway flows into the water storage tank 11 along the sewer 311, then directly flows into the water storage tank 12 and flows into the drain pipe 21 through the gap between the flow limiting hole 1321 of the water blocking plate 132 and the through hole 231, so that the flow of the accumulated water is controlled, and the accumulated water slowly flows along the drain pipe 21; when the rainfall is large, the accumulated water on the surface of the highway flows into the water storage tank 11 along the sewer 311 and then flows into the water storage tank 12, and then the accumulated water first begins to fill the water storage tank 12 due to the small gap between the flow limiting hole 1321 and the through hole 231 and then continues to fill the water storage tank 11, so that the floating plate 13 is driven to float upwards, the water blocking plate 132 is driven to rise upwards, the gap between the flow limiting hole 1321 and the through hole 231 is gradually increased until the through hole 231 and the flow limiting hole 1321 are coaxial, the flow is increased, and the accumulated water in the water storage tank 1 is quickly discharged through the water discharge pipe 21.
With reference to fig. 1 and 3, the drain pipe 21 includes a plurality of sections of pipe bodies 211 spliced with each other, an annular groove 2111 is provided at the upper end of each section of pipe body 211, an insert ring 2112 is fixedly provided at the lower end of each section of pipe body 211, and the annular groove 2111 and the insert ring 2112 of the adjacent connecting pipe body 211 are inserted into each other, so that the adjacent pipe bodies 211 are connected, the drain pipe 21 is convenient to assemble, the sealing between the sections of pipe bodies 211 can be realized, and the accumulated water is prevented from flowing out from the sections of pipe bodies 211. The water permeable holes 212 are uniformly arranged on each tube body 211, the outer side wall of each tube body 211 is also uniformly and fixedly provided with a ring piece 213, the ring piece 213 is coaxial with the tube body 211, and the outer side wall of the ring piece 213 is abutted against the inner side wall of the water seepage tube 22. The water seepage pipe 22 is buried inside the side slope, the side wall of the water seepage pipe 22 is uniformly provided with water seepage holes 221, and the outer side of the water seepage pipe 22 is also sleeved with one-way water seepage cloth 222 to prevent water in the side slope from flowing back to the water seepage pipe 22. A reinforcing ring 24 made of concrete is embedded in the position of the slope corresponding to the lower end of the drainage channel 2, the water seepage pipe 22 is fixedly connected in the reinforcing ring 24, the lower end of the reinforcing ring 24 is in threaded connection with a lower retaining ring 241, the aperture of the lower retaining ring 241 is the same as that of the drainage pipe 21, and the lower retaining ring 241 can abut against the lower end bottom wall of the drainage pipe 21, so that the drainage pipe 21 is supported. The water in the drain pipe 21 can flow to the infiltration pipe 22 through the permeable hole 212, then permeate the side slope through the permeable hole 221 and the one-way water-permeating cloth 222, thereby directly watering the root of the plant planted on the side slope, and through the cooperation of the water collection tank 1 and the drain pipe 21, the flow of the accumulated water flowing out from the water collection tank 1 can be controlled, the rainfall is small, thereby the accumulated water slowly flows in the drain pipe 21, and further more accumulated water permeates to the inside of the side slope from the drainage channel 2 to water the plant, when the rainfall is large, the accumulated water can be rapidly drained away from the drainage channel to the side ditch. On the other hand, when the drain pipe 21 is aged or the inside is blocked due to problems such as moss after a long time, the water blocking belt 31 above the water collecting tank 1 may be pulled out, the floating plate 13 and the upper stopper 23 are taken out, the lower stopper 241 is detached from the reinforcing ring 24, and then a new pipe body 211 is selected to be inserted along the water seepage pipe 22 from the upper end of the drain passage 2, so that the new pipe body 211 is inserted into the water seepage pipe 22 from above, and the old pipe body 211 damaged for a long time slides out from the lower end of the water seepage pipe 22. Meanwhile, the inner side wall of the water seepage pipe 22 can be cleaned through the ring piece 213 arranged on the pipe body 211, so that foreign matters such as moss on the inner side wall of the water seepage pipe 22 are scraped off from the water seepage pipe 22 along with the ring piece 213 of the pipe body 211.
The working process is as follows: when the rainfall is small and the surface area water of the highway is less, the accumulated water on the surface of the highway flows into the water storage tank 11 along the sewer 311, then directly flows into the water storage tank 12 and flows into the drainage pipe 21 through a gap between the limiting hole 1321 of the water blocking plate 132 and the through hole 231, so that the flow of the accumulated water is controlled, the accumulated water slowly flows along the drainage pipe 21, and more accumulated water permeates into the side slope from the drainage channel 2 to water plants; when the rainfall is large, the accumulated water on the surface of the highway flows into the water storage tank 11 along the sewer 311 and then flows into the water storage tank 12, and then the gap between the flow limiting hole 1321 and the through hole 231 is small, so that the accumulated water firstly begins to fill the water storage tank 12 and then continues to fill the water storage tank 11, so that the floating plate 13 is driven to float upwards, so that the water blocking plate 132 is driven to rise upwards, so that the gap between the flow limiting hole 1321 and the through hole 231 is gradually increased, until the through hole 231 and the flow limiting hole 1321 are coaxial, the flow is increased, so that the accumulated water in the water storage tank 1 is quickly discharged through the drain pipe 21, and the accumulated water is quickly flowed into the side ditch to be discharged.
On the other hand, when the drain pipe 21 is aged or the inside is blocked due to problems such as moss after a long time, the water blocking belt 31 above the water collecting tank 1 may be pulled out, the floating plate 13 and the upper stopper 23 are taken out, the lower stopper 241 is detached from the reinforcing ring 24, and then a new pipe body 211 is selected to be inserted along the water seepage pipe 22 from the upper end of the drain passage 2, so that the new pipe body 211 is inserted into the water seepage pipe 22 from above, and the old pipe body 211 damaged for a long time slides out from the lower end of the water seepage pipe 22. Meanwhile, the inner side wall of the water seepage pipe 22 can be cleaned through the ring piece 213 arranged on the pipe body 211, so that foreign matters such as moss on the inner side wall of the water seepage pipe 22 are scraped off from the water seepage pipe 22 along with the ring piece 213 of the pipe body 211.
The present embodiment is only for explaining the present invention, and it is not limited to the present invention, and those skilled in the art can make modifications of the present embodiment without inventive contribution as needed after reading the present specification, but all of them are protected by patent law within the scope of the claims of the present invention.

Claims (9)

1. The utility model provides a highway side slope drainage structures which characterized in that:
the water collecting device comprises a water collecting tank (1) arranged between an expressway and a side slope, wherein a water blocking belt (31) is vertically connected above the water collecting tank (1), a sewer (311) is arranged in the water blocking belt (31), the lower end of the sewer (311) is communicated with the water collecting tank (1), the lower edge of the upper end of the sewer (311) is lower than the upper surface of the expressway, and the upper edge of the upper end of the sewer (311) is higher than the upper surface of the expressway;
the water collecting tank (1) comprises a water storage tank (11) which is horizontally arranged and a lower water tank (12) which is vertically arranged on one side of the water storage tank (11) close to the side slope, and a floating plate (13) which is horizontally arranged is vertically connected in the water storage tank (11) in a sliding manner;
a plurality of sliding rods (111) are vertically inserted into the water storage tank (11), the upper ends of the sliding rods (111) can abut against the lower end of the water blocking belt (31), sliding holes (131) are formed in the floating plate (13) corresponding to the positions of the sliding rods (111), the sliding rods (111) are inserted into the sliding holes (131), supporting columns (112) are fixedly arranged at the lower ends of the sliding rods, the upper surfaces of the supporting columns (112) abut against the lower surface of the floating plate (13), so that the floating plate (13) is higher than the bottom surface of the water storage tank (11) under normal conditions, and accumulated water flows into the lower water tank (12) from the lower part of the floating plate (13);
one side of the floating plate (13) is fixedly connected with a water blocking plate (132) which is vertically inserted into the sewer trough (12), one side of the water blocking plate (132) is abutted against one side of the sewer trough (12) close to a side slope, a drain pipe (21) is arranged in the side slope, the upper end of the drain pipe (21) is communicated with the sewer trough (12), and the lower end of the drain pipe (21) extends to the lower end of the side slope;
the water blocking plate (132) is horizontally provided with a flow limiting hole (1321) which can be communicated with the sewer groove (12), and the diameter of the flow limiting hole (1321) is the same as the aperture of the drain pipe (21);
under normal conditions, the upper edge of the flow limiting hole (1321) is lower than the upper edge of the upper hole of the drain pipe (21), and the lower edge of the flow limiting hole (1321) is lower than the lower edge of the lower hole of the drain pipe (21);
the water in the water collecting tank (1) pushes the floating plate (13) to rise, so that the water blocking plate (132) can be driven to rise, and the upper hole of the flow limiting hole (1321) and the upper hole of the drain pipe (21) are coaxial;
and water permeable holes (212) are uniformly formed in the water discharge pipe (21).
2. The highway slope drainage structure according to claim 1, wherein: the outside cover of drain pipe (21) is equipped with infiltration pipe (22), water seepage hole (221) has been seted up on infiltration pipe (22), drain pipe (21) are inserted and are located in infiltration pipe (22).
3. The highway slope drainage structure according to claim 2, wherein: the outer side of the water seepage pipe (22) is also sleeved with a one-way water seepage cloth (222).
4. The highway slope drainage structure according to claim 3, wherein: the drain pipe (21) comprises a plurality of sections of pipe bodies (211) which are spliced with each other, an annular groove (2111) is formed in the upper end of each pipe body (211), an insert ring (2112) is fixedly arranged at the lower end of each pipe body (211), and the insert rings (2112) of two adjacent sections of pipe bodies (211) are mutually spliced with the annular groove (2111).
5. The highway slope drainage structure according to claim 4, wherein: the outer side of each pipe body (211) is uniformly and fixedly provided with a ring piece (213), the ring piece (213) is coaxial with the pipe body (211), and the outer side of the ring piece (213) is abutted against the inner side wall of the water seepage pipe (22).
6. The highway slope drainage structure according to claim 1, wherein: the upper end of the sewer (311) is fixedly connected with a filter screen (312).
7. The highway slope drainage structure according to claim 5, wherein: the lower end of the slope corresponding to the drain pipe (21) is detachably connected with a lower retaining ring (241), and the lower retaining ring (241) is abutted to the lower end of the drain pipe (21).
8. The highway slope drainage structure according to claim 7, wherein: a reinforcing ring (24) made of concrete is embedded in the position, corresponding to the lower end of the drainage pipe (21), of the side slope, the upper end of the reinforcing ring (24) is fixedly connected to the water seepage pipe (22), and the lower retaining ring (241) is in threaded connection with the reinforcing ring (24).
9. The highway slope drainage structure according to claim 5, wherein: an upper stop block (23) is detachably connected to one side of the side slope close to the water drainage tank (12), and the upper stop block (23) abuts against the upper end of the water drainage pipe (21);
the upper stop block (23) is provided with a through hole (231) which is communicated with the drain pipe (21) and has the same aperture at the position corresponding to the upper end of the drain pipe (21);
one side of the water blocking plate (132) is abutted against one side of the upper stop block (23) far away from the drain pipe (21).
CN201810807591.1A 2018-07-21 2018-07-21 Highway side slope drainage structure Expired - Fee Related CN109024146B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810807591.1A CN109024146B (en) 2018-07-21 2018-07-21 Highway side slope drainage structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810807591.1A CN109024146B (en) 2018-07-21 2018-07-21 Highway side slope drainage structure

Publications (2)

Publication Number Publication Date
CN109024146A CN109024146A (en) 2018-12-18
CN109024146B true CN109024146B (en) 2020-12-22

Family

ID=64644024

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810807591.1A Expired - Fee Related CN109024146B (en) 2018-07-21 2018-07-21 Highway side slope drainage structure

Country Status (1)

Country Link
CN (1) CN109024146B (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109914182A (en) * 2019-04-11 2019-06-21 张健俣 A kind of road drainage system and express highway
CN110050668B (en) * 2019-04-30 2021-04-30 广东天濠建设工程有限公司 Municipal drainage system
CN110552419B (en) * 2019-08-30 2021-05-07 天津大学 Side slope drainage device
CN112267347A (en) * 2020-10-15 2021-01-26 北京鼎翰建筑有限公司 Be used in multi-functional dense hole formula highway side slope drainage structures on highway both sides
CN114960900B (en) * 2022-08-01 2022-11-01 四川省亚通工程咨询有限公司 Drainage pipeline for highway reconstruction and extension project

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29809590U1 (en) * 1998-05-28 1998-12-03 Grötz, Georg, 76597 Loffenau Drainage device for paved surfaces and structures
CN200999325Y (en) * 2007-01-19 2008-01-02 王又超 Highway pipe road surface drainage arrangement
CN201245805Y (en) * 2008-06-17 2009-05-27 祝贞凤 Highway drainage system
CN102108721A (en) * 2011-01-17 2011-06-29 苏州市建筑设计研究院有限责任公司 Water distribution water yielding device and rainwater collecting pool provided with same
CN202898940U (en) * 2012-11-09 2013-04-24 河南省公路工程局集团有限公司 Multifunctional dense-hole highway side slope drainage structure
CN103061403A (en) * 2013-01-28 2013-04-24 戴文平 Rainwater separating, regulating and storing system
CN204828979U (en) * 2015-07-29 2015-12-02 沈冬猛 Tensile prevents blockking up infiltration pipe
CN105436219A (en) * 2015-12-01 2016-03-30 成都睿达致祥科技有限公司 Inner hole liquid scraping-off device
CN206418567U (en) * 2017-01-03 2017-08-18 无锡市天宇民防建筑设计研究院有限公司 The automatic discharge structure using sewage conduct assisted drainage
CN108060715A (en) * 2017-12-12 2018-05-22 浙江视野环境艺术装饰工程有限公司 A kind of urban rainwater pipeline drainage system

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN207284550U (en) * 2017-08-10 2018-05-01 武汉春晖园林股份有限公司 A kind of surface layer moisturizing device of gardens construction

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29809590U1 (en) * 1998-05-28 1998-12-03 Grötz, Georg, 76597 Loffenau Drainage device for paved surfaces and structures
CN200999325Y (en) * 2007-01-19 2008-01-02 王又超 Highway pipe road surface drainage arrangement
CN201245805Y (en) * 2008-06-17 2009-05-27 祝贞凤 Highway drainage system
CN102108721A (en) * 2011-01-17 2011-06-29 苏州市建筑设计研究院有限责任公司 Water distribution water yielding device and rainwater collecting pool provided with same
CN202898940U (en) * 2012-11-09 2013-04-24 河南省公路工程局集团有限公司 Multifunctional dense-hole highway side slope drainage structure
CN103061403A (en) * 2013-01-28 2013-04-24 戴文平 Rainwater separating, regulating and storing system
CN204828979U (en) * 2015-07-29 2015-12-02 沈冬猛 Tensile prevents blockking up infiltration pipe
CN105436219A (en) * 2015-12-01 2016-03-30 成都睿达致祥科技有限公司 Inner hole liquid scraping-off device
CN206418567U (en) * 2017-01-03 2017-08-18 无锡市天宇民防建筑设计研究院有限公司 The automatic discharge structure using sewage conduct assisted drainage
CN108060715A (en) * 2017-12-12 2018-05-22 浙江视野环境艺术装饰工程有限公司 A kind of urban rainwater pipeline drainage system

Also Published As

Publication number Publication date
CN109024146A (en) 2018-12-18

Similar Documents

Publication Publication Date Title
CN109024146B (en) Highway side slope drainage structure
CN110249844B (en) Street tree pool with water storage and drainage device
CN108193758B (en) Sponge urban road storing and draining structure
CN210002201U (en) Permeable pavement green belt drainage curb rain and sewage separation regulation and storage system
CN211285921U (en) Sponge is rainwater regulation system for city construction
CN215454456U (en) Greening irrigation system based on municipal road green belt rainwater cyclic utilization
CN112195717B (en) Energy-saving drainage construction method for municipal road
US20050042030A1 (en) Drainage and irrigation approach and structure as well as its implementation
CN109958099B (en) Urban river channel rain and flood resource regulation and control system
CN211548418U (en) Roof water circulating system
JP2008267023A (en) Rainwater storage system
CN205662974U (en) Environmental rainwater branch matter collection in hillock district holds system
CN108915063B (en) Shallow grass planting ditch with sewage intercepting and purifying functions for sponge city
CN217896674U (en) Rainwater collection and irrigation system
CN115012504A (en) Anti-blocking device for pavement drainage ditch
CN210263284U (en) Gardens drainage structures
WO1998022665A1 (en) Rain water collection system and the use of a pertaining rain water diverting device
CN109024831A (en) A kind of hollow cell system of biology for rainwater infiltration and purification
CN209368986U (en) A kind of ecotype gutter
JPS6233805Y2 (en)
RU2618091C1 (en) Method of arranging drainage-humidification system under conditions of using watering by sprinkling installation with livestock sewage
CN114753464B (en) Rainwater garden
DE10114053A1 (en) System for the removal of surface water from roads has a deep bed, with infiltration surfaces filled with a filter material, to allow the collected rain water to be used for irrigation and prevent oil entering the drains
CN212153646U (en) Rainwater pollution abatement system
CN217026548U (en) Be used for sponge city rainwater flood control to block system

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
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: 20201222

Termination date: 20210721