CN211312076U - Drainage protection structure for mountain area bidirectional unequal-height highway - Google Patents

Drainage protection structure for mountain area bidirectional unequal-height highway Download PDF

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CN211312076U
CN211312076U CN201922068602.1U CN201922068602U CN211312076U CN 211312076 U CN211312076 U CN 211312076U CN 201922068602 U CN201922068602 U CN 201922068602U CN 211312076 U CN211312076 U CN 211312076U
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highway
barricade
slope
water
road
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李伟
杜煜
田琴
吴玉莹
罗佳
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Sichuan Oupeng Construction Engineering Co ltd
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Sichuan Oupeng Construction Engineering Co ltd
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    • 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
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Abstract

The utility model relates to a two-way not high highway drainage protective structure that varies in mountain area belongs to the road engineering field, including upper highway and lower floor's highway, the outside of upper highway sets up crashproof wall, builds the highway barricade by laying bricks or stones between upper highway and the lower floor's highway, and the lateral wall that the highway barricade is close to lower floor's highway is the slope form setting, and the outside at highway barricade top is provided with the retaining slope, is close to lower floor's highway on the domatic of highway barricade and follows self length direction and be provided with water drainage tank. Under the conditions of rain and the like, accumulated water on the road surface of the upper layer of road is blocked by the water retaining slope at the top of the road retaining wall, and the accumulated water overflowing the water retaining slope when the rainfall is too large and rainwater falling on the slope surface of the road retaining wall flow into the water drainage grooves on the road retaining wall to be drained away in a centralized manner, so that silt and a large amount of rainwater are effectively prevented from flowing into the road surface of the lower layer of road, the dryness and cleanness can be well kept, and the vehicle slip phenomenon is effectively reduced.

Description

Drainage protection structure for mountain area bidirectional unequal-height highway
Technical Field
The utility model relates to a road engineering, in particular to two-way not high highway drainage protective structure that varies in mountain area.
Background
The terrain conditions of mountainous areas are complex, road construction in the mountainous areas is influenced by terrain, the engineering investment is often high, in order to save the engineering investment, more bidirectional unequal-height highways are constructed in the mountainous areas, a considerable part of the highways are high-grade highways, and because adjacent bidirectional roads are unequal in height, a case that traffic accidents of upper roads influence the safety of lower roads occurs in the road operation process is caused, so that a bidirectional unequal-height highway protection structure is urgently needed to solve the problem, and the construction is convenient and environment-friendly.
The Chinese patent with the publication number of CN205591061U discloses a protective structure for a mountain bidirectional unequal-height highway, which comprises an upper highway and a lower highway, wherein a highway retaining wall is built between the upper highway and the lower highway, an anti-collision wall is arranged on the outer side of the upper highway, and a rigid protective net is fixedly arranged on the outer side of the anti-collision wall at the top end of the highway retaining wall. Through the retaining wall and the protective net, vehicles coming from and going to the upper part can be protected, vehicle debris and the like in an accident are effectively prevented from falling into a lower highway, and the lower highway is protected safely.
However, in rainy weather, rainwater on the upper layer road surface often flows into the lower layer road surface and is mixed with silt on the upper layer road surface, so that water flow and impurities on the lower layer road surface are more, vehicles are easy to slip, and potential safety hazards exist.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a two-way not high highway drainage protective structure that varies in mountain area has that drainage is good, keeps the clear advantage in lower floor's highway road surface.
The above technical purpose of the present invention can be achieved by the following technical solutions:
the utility model provides a two-way unequal-altitude highway drainage protective structure in mountain area, includes upper highway and lower floor's highway, the outside of upper highway sets up crashproof wall, build the highway barricade by laying bricks or stones between upper highway and the lower floor's highway, the lateral wall that the highway barricade is close to lower floor's highway is the slope form setting, the outside at highway barricade top is provided with the retaining water slope, it is provided with the water drainage tank along self length direction to be close to lower floor's highway on the domatic of highway barricade.
Through the technical scheme, under the conditions of raining and the like, accumulated water on the road surface of the upper layer of the highway is blocked by the water retaining slope at the top of the highway retaining wall and cannot smoothly flow into the lower layer of the highway, the accumulated water overflowing out of the water retaining slope due to excessive rainfall and rainwater falling on the slope surface of the highway retaining wall flow into the water drainage grooves on the highway retaining wall along the slope of the highway retaining wall to be drained in a centralized manner, so that silt and a large amount of rainwater are effectively prevented from flowing into the road surface of the lower layer of the highway, the road surface of the lower layer of the highway can be kept dry and clean well after rainy days, and the vehicle slipping phenomenon is effectively reduced.
The utility model discloses further set up to: the roof of highway barricade is located manger plate slope inboard and has seted up kind district along highway barricade length direction, kind district is used for planting the street tree.
Through above-mentioned technical scheme, plant big street tree in planting the district, when the accident appears in upper highway, the street tree can play the effect of blockking to the vehicle debris, and the street tree is planted simultaneously, can reduce upper highway vehicle driver when the driving, to the outer sight of upper highway to effectively reducing the fear psychology to high-order and cliff side driving, effectively reducing the occurence of failure.
The utility model discloses further set up to: the road surface of the upper layer highway is provided with water guiding grooves along the width direction, one ends of the water guiding grooves, which are close to the planting areas, are communicated with the planting areas, and a plurality of water guiding grooves are uniformly arranged at intervals along the length direction of the upper layer highway.
Through the technical scheme, in rainy weather, rainwater on the upper layer highway flows into the water guide groove on the road surface and is guided by the water guide groove to flow into the planting area, so that trees in the planting area are watered, the possibility of water accumulation on the upper layer highway road surface is effectively reduced, and the water accumulation and drainage efficiency of the upper layer highway road surface is improved.
The utility model discloses further set up to: the upper opening of the water chute is fixedly embedded with a filter plate, and the top wall of the filter plate is flush with the road surface of the upper highway.
Through the technical scheme, the filter plate is laid on the water guide groove, so that the filter plate is flush with the upper road surface, a vehicle is stable when passing through the water guide groove, jolting of the vehicle is effectively reduced, and the driving comfort level of personnel in the vehicle is improved.
The utility model discloses further set up to: offer on the domatic of highway barricade and plant the chamber, the sloping foot department that manger plate slope is close to the upper highway is provided with the drain pipe, the slope of drain pipe along the highway barricade sets firmly in the highway barricade, the drain pipe sets up with planting the chamber intercommunication.
Through above-mentioned technical scheme, when ponding is more on upper highway road surface, ponding on the upper highway flows into each planting chamber on the domatic of highway barricade from the drain pipe, when watering plants intracavity plant, overflows to the water drainage tank and flows away in planting the chamber, effectively avoids the too much vehicle that causes of ponding of upper highway road surface to skid, increases driving safety nature.
The utility model discloses further set up to: the roof outside of highway barricade has set firmly passive protection network, the bottom and highway barricade fixed connection, the top of passive protection network set up to keeping away from upper highway direction tilt up.
Through above-mentioned technical scheme, when the accident appears on the upper strata road surface or the landslide appears on the backer side, the vehicle wreckage or rubble rush through upper highway and anticollision wall to on the slope rushes on passive protection network after being slowed down by manger plate slope, vertical protection network compares, the passive protection network of slope receives the impact force less, and its steadiness is better, effectively solves the problem that influences lower part road safety such as upper highway traffic accident in the adjacent two-way unequal height highway.
The utility model discloses further set up to: an anchor rope is arranged on the passive protective net, one end of the anchor rope is fixedly connected with the water retaining slope, and the other end of the anchor rope is fixedly connected with the top of the passive protective net.
Through the technical scheme, the anchor cable is used on the passive protective net, and the upper part of the anchor cable is connected with the top of the road retaining wall, so that the road retaining wall has better stability, and the protective performance of the passive protective net is improved.
To sum up, the utility model discloses the beneficial effect who contrasts in prior art does:
under the conditions of rain and the like, accumulated water on the road surface of the upper layer of road is blocked by a water retaining slope at the top of the road retaining wall, and the accumulated water overflowing the water retaining slope when the rainfall is too large and rainwater falling on the slope surface of the road retaining wall flow into a water drainage groove on the road retaining wall to be drained away in a centralized manner, so that silt and a large amount of rainwater are effectively prevented from flowing onto the road surface of the lower layer of road, the dryness and cleanness can be well kept, and the vehicle slip phenomenon is effectively reduced;
secondly, planting a high and large street tree in the planting area, wherein when an accident occurs on the upper highway, the street tree can block the wreckage of the vehicle, and meanwhile, the street tree is planted, so that the sight of a driver of a vehicle on the upper highway outside the upper highway can be reduced when the driver drives the vehicle, the fear psychology of driving at a high position and on a cliff is effectively reduced, and the accident is effectively reduced;
when an accident occurs on the upper layer road surface or a landslide occurs on the backer side, vehicle wreckage or broken stones rush through the upper layer road and the anti-collision wall, and the vehicle wreckage or broken stones are rushed onto the passive protection net in an inclined mode after being decelerated by the water retaining slope, compared with a vertical protection net, the inclined passive protection net is small in impact force, better in stability and capable of effectively solving the problem that the traffic accidents of the upper layer road and the like affect the safety of the lower road.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is an enlarged view of portion A of FIG. 1;
FIG. 3 is a schematic cross-sectional view of the road retaining wall of the present invention;
fig. 4 is an enlarged view of a portion B in fig. 3.
Reference numerals: 1. an upper highway; 2. a lower highway; 3. an anti-collision wall; 4. a road retaining wall; 5. water retaining slope; 6. a water discharge tank; 7. a planting area; 71. a water chute; 72. a filter plate; 8. a planting cavity; 81. a drain pipe; 9. a passive protective net; 91. and (5) anchor cables.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
As shown in fig. 1 and 2, the drainage protection structure for the mountain bidirectional unequal-height road comprises an upper layer road 1 and a lower layer road 2, wherein a fall is formed between the upper layer road 1 and the lower layer road 2. A highway retaining wall 4 is built between the upper highway 1 and the lower highway 2, and the side wall of the highway retaining wall 4 close to the lower highway 2 is in a slope shape. The outside of upper highway 1 has fixedly pour concrete anticollision wall 3 along 1 length direction of upper highway, and the roof of highway barricade 4 is located the outside of anticollision wall 3, has excavated along 1 length direction of upper highway and has planted the ditch, and it packs earth to plant the ditch to have tall and big street tree, and the street tree is along planting a plurality of even interval distribution of ditch length direction, and it is planting district 7 to plant the ditch open range promptly.
As shown in fig. 3 and 4, the upper highway 1 is excavated with a water chute 71 along the width direction thereof, one end of the water chute 71 is connected to the planting ditch in the planting area 7, and a plurality of water chutes 71 are uniformly arranged on the upper highway 1 at intervals, and are used for guiding the accumulated water on the road surface to flow into the planting area 7 to water the trees and keeping the road surface of the upper highway 1 dry. In order to avoid the bumping of vehicles when passing through the water chute 71, a filter plate 72 with meshes is embedded at the upper opening of the water chute 71, and the top wall of the filter plate 72 is flush with the road surface of the upper highway 1.
As shown in fig. 1 and 2, a water retaining slope 5 is arranged at the top of the road retaining wall 4 and at the edge position far away from the upper layer road 1, and a slope surface is arranged at one side of the water retaining slope 5 close to the upper layer road 1. The road retaining wall 4 is further provided with a passive protective net 9, and the passive protective net 9 comprises a supporting rod and a steel wire mesh. The bracing piece slope is fixed buries underground at the top of highway barricade 4, and the bottom and 4 fixed connection of highway barricade, top of bracing piece are to keeping away from 1 direction tilt up of upper highway. The bracing piece has many along 4 length direction evenly spaced distributions of highway barricade, and the wire net is fixed mutually between two adjacent bracing pieces. In order to increase the protective performance of the passive protective screening 9, an anchor cable 91 is further arranged on the passive protective screening 9, one end of the anchor cable 91 is fixedly connected to the top wall of the highway retaining wall 4 through a bolt, and the other end of the anchor cable 91 is fixedly connected to one end, far away from the highway retaining wall 4, of the supporting rod on the passive protective screening 9.
As shown in fig. 3 and 4, a plurality of planting cavities 8 are dug on the slope surface of the road retaining wall 4, the planting cavities 8 are uniformly spaced along the width direction of the slope surface of the road retaining wall 4, and the planting cavities 8 are used for planting shrubs and can play a role in reducing and buffering the falling gravel soil on the road retaining wall 4. In order to avoid a large amount of water accumulation on the upper highway 1, a drain pipe 81 is buried in the slope toe position of the water retaining slope 5 close to the upper highway 1, and the drain pipe 81 is also communicated with a plurality of branch pipes which are respectively communicated into the planting cavity 8 and used for irrigating shrubs in the planting cavity 8. A drainage groove 6 is also built on the slope surface of the road retaining wall 4 close to the lower layer of the road 2 along the length direction of the drainage groove for draining and guiding the accumulated water overflowing out of the water retaining slope 5 on the upper layer of the road 1.
The specific working process is as follows: under the conditions of rain and the like, accumulated water on the road surface of the upper layer highway 1 is blocked by the water retaining slope 5 at the top of the highway retaining wall 4 and cannot smoothly flow into the lower layer highway 2. And when the rainfall is too large, the accumulated water overflowing the water retaining slope 5 and the rainwater falling on the slope surface of the highway retaining wall 4 flow into the water drainage groove 6 on the highway retaining wall 4 along the slope of the highway retaining wall 4 to be drained in a centralized manner, so that the water flow is guided. Effectively avoid silt and a large amount of rainwater to flow into on lower floor's highway 2 the road surface to make lower floor's highway 2 road surface after rainy day, can keep dry and clean better, effectively reduce the vehicle phenomenon of skidding.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.

Claims (7)

1. The utility model provides a two-way not high highway drainage protective structure that varies in mountain area, includes upper highway (1) and lower floor's highway (2), the outside of upper highway (1) sets up crashproof wall (3), its characterized in that: build highway barricade (4) by laying bricks or stones between upper highway (1) and lower floor's highway (2), the lateral wall that highway barricade (4) is close to lower floor's highway (2) is the slope form setting, the outside at highway barricade (4) top is provided with retaining water slope (5), be close to lower floor's highway (2) on the domatic of highway barricade (4) and be provided with water drainage tank (6) along self length direction.
2. The drainage protection structure for the mountain area bidirectional unequal-altitude highway according to claim 1, characterized in that: the roof of highway barricade (4) is located retaining water slope (5) inboard and has seted up planting district (7) along highway barricade (4) length direction, planting district (7) are used for planting the street tree.
3. The drainage protection structure for the mountain area bidirectional unequal-altitude highway according to claim 2, characterized in that: the road surface of the upper layer highway (1) is provided with water guide grooves (71) along the width direction, one ends of the water guide grooves (71) close to the planting areas (7) are communicated with the planting areas (7), and the water guide grooves (71) are uniformly arranged at intervals along the length direction of the upper layer highway (1).
4. The drainage protection structure for the mountain area bidirectional unequal-altitude highway according to claim 3, characterized in that: the upper opening of the water chute (71) is fixedly embedded with a filter plate (72), and the top wall of the filter plate (72) is flush with the road surface of the upper highway (1).
5. The drainage protection structure for the mountain area bidirectional unequal-altitude highway according to claim 1, characterized in that: offer planting chamber (8) on the domatic of highway barricade (4), retaining wall slope (5) are close to the toe department of upper highway (1) and are provided with drain pipe (81), slope along highway barricade (4) of drain pipe (81) sets firmly in highway barricade (4), drain pipe (81) and planting chamber (8) intercommunication setting.
6. The drainage protection structure for the mountain area bidirectional unequal-altitude highway according to claim 1, characterized in that: the roof outside of highway barricade (4) has set firmly passive protection network (9), the bottom and highway barricade (4) fixed connection, the top of passive protection network (9) are to keeping away from upper highway (1) orientation tilt up setting.
7. The drainage protection structure for the mountain area bidirectional unequal-altitude highway according to claim 6, characterized in that: an anchor rope (91) is arranged on the passive protective net (9), one end of the anchor rope (91) is fixedly connected with the water retaining slope (5), and the other end of the anchor rope is fixedly connected with the top of the passive protective net (9).
CN201922068602.1U 2019-11-26 2019-11-26 Drainage protection structure for mountain area bidirectional unequal-height highway Active CN211312076U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201922068602.1U CN211312076U (en) 2019-11-26 2019-11-26 Drainage protection structure for mountain area bidirectional unequal-height highway

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201922068602.1U CN211312076U (en) 2019-11-26 2019-11-26 Drainage protection structure for mountain area bidirectional unequal-height highway

Publications (1)

Publication Number Publication Date
CN211312076U true CN211312076U (en) 2020-08-21

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Application Number Title Priority Date Filing Date
CN201922068602.1U Active CN211312076U (en) 2019-11-26 2019-11-26 Drainage protection structure for mountain area bidirectional unequal-height highway

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CN (1) CN211312076U (en)

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