CN111979953A - Flooding-proof drainage landscape support system - Google Patents

Flooding-proof drainage landscape support system Download PDF

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Publication number
CN111979953A
CN111979953A CN202010979817.3A CN202010979817A CN111979953A CN 111979953 A CN111979953 A CN 111979953A CN 202010979817 A CN202010979817 A CN 202010979817A CN 111979953 A CN111979953 A CN 111979953A
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CN
China
Prior art keywords
base body
groove
proof
pipe
flood
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Pending
Application number
CN202010979817.3A
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Chinese (zh)
Inventor
张延年
翟中海
汪青杰
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Individual
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Individual
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Publication date
Application filed by Individual filed Critical Individual
Priority to CN202010979817.3A priority Critical patent/CN111979953A/en
Publication of CN111979953A publication Critical patent/CN111979953A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • AHUMAN NECESSITIES
    • A01AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01GHORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
    • A01G9/00Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
    • A01G9/02Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
    • 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
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/02Continuous barriers extending along roads or between traffic lanes
    • E01F15/08Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/02Continuous barriers extending along roads or between traffic lanes
    • E01F15/08Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks
    • E01F15/088Details of element connection
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/14Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact specially adapted for local protection, e.g. for bridge piers, for traffic islands
    • E01F15/145Means for vehicle stopping using impact energy absorbers
    • E01F15/146Means for vehicle stopping using impact energy absorbers fixed arrangements
    • 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

Abstract

The utility model provides a prevent flooding drainage view support system, belongs to traffic and city municipal facilities technical field, includes and prevents flooding hard shoulder unit, a plurality of prevent flooding hard shoulder connector, goes up to constitute the base member, constitutes the base member etc. down, prevent flooding hard shoulder unit by last constitution base member, constitute the base member combination down and form, set up the upper substrate recess between upper substrate middle part protruding end and the upper substrate limit portion protruding end, the lower extreme of upper substrate middle part protruding end and the upper end of upper substrate recess set up the upper substrate semicircle notch that runs through respectively, in constituting the base member down, the top is equipped with two lower base member protruding ends, set up lower base member middle part recess between two lower base member protruding ends, the outside of lower base member protruding end sets up lower substrate limit portion recess etc.. The invention can effectively and quickly drain excessive accumulated water on the road surface and efficiently discharge the excessive accumulated water, effectively plays roles in flood prevention and flood control, and achieves the effects of controlling runoff accumulation, flood prevention and flood control by building a system combining the isolation piers and the municipal drainage roads.

Description

Flooding-proof drainage landscape support system
Technical Field
The invention belongs to the technical field of traffic and urban municipal facilities, and particularly relates to a flood-proof drainage landscape support system.
Background
The hard road isolation pier is an important traffic facility, mainly plays the effect of isolation and protection, is used for injecing the area that traveles or parks of car, and at present, hard road isolation pier sets up mainly in the position that easily takes place vehicle and the fixed facilities in the way and bump on highway and urban road, for example: the road corner, the entrances and exits of the posts, toll stations and elevated roads in the road, parking lots, communities, gardens, gas stations and the like play a role in isolation, traffic accidents are prevented, the smoothness of traffic can be kept, the construction of highway infrastructure can be rapidly developed along with the development of economy, in recent years, along with the development of highway construction career, the application and the variety of isolation facilities are greatly developed, and the isolation facilities increasingly show the important role in traffic safety and environmental protection, besides, the existing isolation piers only have the isolation function, so that the isolation piers have single function and cannot meet the requirements of people on environmental greening, green plants can not only beautify the environment, purify the air, reduce the noise and reduce the heat island effect, but also release a large amount of oxygen, and are closely related to the life of people; along with the rapid development of cities, high-rise buildings and roads are continuously increased, green plants are gradually reduced, the greening area is increased, the cities are beautified, and the urban environment is very important to improve. The road surface, street are laid and are all adopted cement, asphalt and floor bricks at present, the water permeability is extremely poor, when raining, the road often flows along the road, flows along the street instead of flowing along the green land, and the isolation pier is the important factor in urban traffic planning, so that the effects of controlling runoff storage and flood control by building an isolation pier and municipal drainage road combined system are very important.
Disclosure of Invention
In order to solve the technical problems, the invention provides a flood-proof drainage landscape support system which not only can play a role in isolation and protection, but also can meet the requirements of people on environmental greening, can effectively and quickly dredge and efficiently drain excessive accumulated water on a road surface, effectively plays a role in flood prevention and flood control, and achieves the effects of controlling runoff accumulation and flood prevention by building a system combining an isolation pier and a municipal drainage road.
In order to achieve the purpose, the invention adopts the technical scheme that:
a flood-proof drainage landscape support system mainly comprises a flood-proof isolation pier unit, a plurality of flood-proof isolation pier connectors, an upper composition base body, a lower composition base body, a road surface, a plant containing box, an upper base body semicircular notch, an upper base body middle convex end, an upper base body edge convex end, an upper base body groove, landscape flowers, a lower end water passing groove, a water passing setting port, a lower base body semicircular notch, a lower base body convex end, a lower base body middle groove, a lower base body edge groove, a gathering ditch, a calandria, a connecting pipe, a main drainage pipeline, soil, an emergency calandria, an accumulation-proof calandria, a vertical pipe and an isolation pier connecting penetrating rod and isolation pier connecting hole structure, wherein the flood-proof isolation pier unit is arranged on the road surface in the structure of the flood-proof drainage landscape support system, the flood-proof isolation pier unit is formed by combining the upper composition base body and the lower composition base body, the plant containing box is arranged above the upper composition, the plant holding box is internally provided with flower soil, landscape flowers are planted in the flower soil, the middle part of the lower part of the plant holding box is provided with an upper base body middle convex end, the two ends of the lower part of the plant holding box are respectively provided with an upper base body side convex end, an upper base body groove is arranged between the upper base body middle convex end and the upper base body side convex end, the lower end of the upper base body middle convex end and the upper end of the upper base body groove are respectively provided with a penetrating upper base body semicircular notch, in the structure of the lower composition base body, the upper part of the plant holding box is provided with two lower base body convex ends, a lower base body middle groove is arranged between the two lower base body convex ends, the outer side of the lower base body convex end is provided with a lower base body semicircular notch, the upper end of the lower base body convex end and the lower end of the lower base body middle groove are respectively provided with a penetrating lower base body semicircular notch, the two sides, when the upper and lower composition basal bodies are combined, the convex end of the middle part of the upper basal body of the upper composition basal body is inserted into the groove of the middle part of the lower basal body of the lower composition basal body, the convex end of the edge part of the upper basal body of the upper composition basal body is inserted into the groove of the edge part of the lower basal body of the lower composition basal body, and the convex end of the lower basal body of the lower composition basal body is inserted into the groove of the upper basal body of the upper composition basal body, when the upper and lower composition basal bodies are combined, the semicircular notches of the upper and lower basal bodies form a structure of a connecting hole of a barrier pier inserted into a connecting rod of the barrier pier, when a plurality of units of the anti-flooding barrier pier are combined into a plurality of anti-flooding barrier pier connecting bodies, the connecting rod of the barrier pier can be inserted into the connecting hole structure, and an emergency calandria is arranged at the same time, one end of the emergency calandria pipe is, one end of the water pipe is communicated with the bottom of the soil, the other end of the water pipe is communicated with the vertical pipe, the lower end of the vertical pipe is communicated with the water passing groove, the gathering ditches are respectively arranged below the water passing grooves at the lower ends, the pipe bank is arranged and the bottom of the gathering ditches is communicated, a main exhaust pipeline is arranged below the road surface, and the connecting pipe is communicated with the pipe bank and the main exhaust pipeline.
One end of the emergency discharge pipe and the accumulation-proof discharge pipe, which are arranged in the plant containing box, is provided with a soil blocking net.
The sizes of the middle convex end of the upper base body and the middle groove of the lower base body are matched with each other to ensure that the middle convex end of the upper base body can be smoothly inserted into the middle groove of the lower base body.
The sizes of the edge convex end of the upper base body and the edge groove of the lower base body are matched with each other to ensure that the edge convex end of the upper base body can be smoothly inserted into the edge groove of the lower base body.
The sizes of the convex end of the lower base body and the groove of the upper base body are matched with each other to ensure that the convex end of the lower base body can be smoothly inserted into the groove of the upper base body.
When ponding is too much on the road surface, its accessible leads to water and sets up the mouth and get into the lower extreme and cross the reentrant ditch that assembles in the water recess, and then through the calandria, the connecting pipe gets into main drain pipe and discharges, dredge fast to too much ponding on the road surface effectively, high-efficient discharge, effectively play the flood control effect of preventing flooding, when the plant holds the ponding in the box too much, the urgent calandria of unnecessary water accessible, prevent that long-pending calandria gets into the standpipe, and then get into the lower extreme and cross the reentrant ditch that assembles in the water recess.
The distance between the adjacent water through setting ports in the same flood-proof hard shoulder unit is set between 6 m and 11 m.
The invention has the advantages that when the water accumulation on the road surface is excessive, the water can enter the lower end water passing groove through the water passing setting port and then enter the gathering ditch, and then enter the main drainage pipeline for drainage through the drainage pipe and the connecting pipe, when the water accumulation in the plant containing box is excessive, the redundant water can enter the vertical pipe through the emergency drainage pipe and the anti-accumulation drainage pipe and then enter the lower end water passing groove and then enter the gathering ditch The high-efficient discharge effectively plays the flood control effect, and it is very important to reach the runoff through building hard shoulder and municipal drainage road system that combines together and store up and flood control effect.
Drawings
The flooding-proof drainage landscape support system of the invention is further described with reference to the attached drawings as follows:
FIG. 1 is a schematic front view of a flood-proof hard shoulder unit in the flood-proof drainage landscape supporting system according to the present invention;
FIG. 2 is a schematic sectional view taken along line A-A of FIG. 1;
FIG. 3 is a schematic end view of a flood barrier unit in the flood-proof drainage landscape support system according to the present invention;
FIG. 4 is a schematic view of an upper component substrate in the flood-proof drainage landscape support system of the present invention;
FIG. 5 is a schematic view of the lower component substrate of the flood-proof drainage landscape support system of the present invention;
FIG. 6 is a schematic cross-sectional view of the upper and lower component substrates of the flood-proof drainage landscape support system of the present invention;
FIG. 7 is a schematic end view of the upper and lower component substrates of the flood-proof drainage landscape support system of the present invention;
FIG. 8 is a schematic front view of a plurality of flood-proof hard shoulder connectors in the flood-proof drainage landscape support system according to the present invention;
FIG. 9 is a schematic cross-sectional view taken along line B-B of FIG. 8;
FIG. 10 is a schematic end view of a plurality of flood-proof hard shoulder connectors in the flood-proof drainage landscape support system of the present invention.
In the figure: 1 is a flood-proof isolation pier unit; 2, a plurality of flood-proof isolation pier connectors; 3 is the upper composition matrix; 4 is a lower composition matrix; 5 is a road table; 6 is a plant containing box; 7 is a semicircular notch of the upper base body; 8 is a convex end in the middle of the upper substrate; 9 is a convex end of the edge of the upper matrix; 10 is an upper matrix groove; 11 is landscape flower; 12 is a lower end water passing groove; 13 is a water through port; 14 is a lower basal body semicircular notch; 15 is the convex end of the lower base body; 16 is a groove in the middle of the lower substrate; 17 is a groove at the edge of the lower matrix; 18 is a gathering ditch; 19 is a calandria; 20 is a connecting pipe; 21 is a main discharge pipeline; 22 is flower soil; 23 is an emergency calandria; 24 is an anti-accumulation pipe; 25 is a vertical tube; 26 is a connecting penetrating rod of the isolation pier; and 27 is a hard shoulder connecting hole structure.
Detailed Description
In order to further illustrate the present invention, the following detailed description of the present invention is given with reference to the accompanying drawings and examples, which should not be construed as limiting the scope of the present invention.
A flood-proof drainage landscape support system mainly comprises a flood-proof isolation pier unit 1, a plurality of flood-proof isolation pier connectors 2, an upper composition base body 3, a lower composition base body 4, a road surface 5, a plant containing box 6, an upper base body semicircular notch 7, an upper base body middle convex end 8, an upper base body edge convex end 9, an upper base body groove 10, landscape flowers 11, a lower end water passing groove 12, a water passing setting port 13, a lower base body semicircular notch 14, a lower base body convex end 15, a lower base body middle groove 16, a lower base body edge groove 17, a gathering water ditch 18, a drain pipe 19, a connecting pipe 20, a main drain pipe 21, flower soil 22, an emergency drain pipe 23, an accumulation-proof drain pipe 24, a vertical pipe 25, an isolation pier connecting through rod 26 and an isolation pier connecting hole structure 27, wherein the flood-proof drainage landscape support system is provided with the flood-proof isolation pier unit 1 on the road surface 5, and the flood-proof drainage isolation pier unit 1 is composed of the upper composition base body 3, The lower component basal body 4 is combined, in the structure of the upper component basal body 3, a plant containing box 6 is arranged above the lower component basal body, flower soil 22 is arranged in the plant containing box 6, landscape flowers 11 are planted in the flower soil 22, an upper basal body middle convex end 8 is arranged in the middle of the lower part, an upper basal body edge convex end 9 is respectively arranged at two ends of the lower part, an upper basal body groove 10 is arranged between the upper basal body middle convex end 8 and the upper basal body edge convex end 9, a penetrated upper basal body semicircular notch 7 is respectively arranged at the lower end of the upper basal body middle convex end 8 and the upper end of the upper basal body groove 10, in the structure of the lower component basal body 4, two lower basal body convex ends 15 are arranged above the lower basal body convex end, a lower basal body middle groove 16 is arranged between the two lower basal body convex ends 15, a lower basal body edge groove 17 is arranged at the outer side of the lower basal body convex end 15, and a penetrated lower basal body semicircular notch 14, the lower two sides of the lower composition basal body 4 are respectively provided with a lower water passing groove 12 which is formed by upward sinking and penetrates, the bottom of the side wall of the lower composition basal body 4 is provided with a plurality of water passing setting ports 13, the water passing setting ports 13 are communicated with the lower water passing groove 12, when the upper composition basal body 3 and the lower composition basal body 4 are combined, the convex end 8 in the middle of the upper basal body of the upper composition basal body 3 is inserted into the groove 16 in the middle of the lower basal body of the lower composition basal body 4, the convex end 9 in the edge of the upper basal body of the upper composition basal body 3 is inserted into the groove 17 in the edge of the lower basal body of the lower composition basal body 4, the convex end 15 in the lower basal body of the lower composition basal body 4 is inserted into the groove 10 in the upper basal body of the upper composition basal body 3, when the upper composition basal body 3 and the lower composition basal body 4 are combined, the semicircular notch 7 in the upper basal body, when a plurality of flood-proof isolation pier units 1 are combined into a plurality of flood-proof isolation pier connectors 2, a connecting penetrating rod 26 of the isolation pier can be inserted into an isolation pier connecting hole structure 27, an emergency discharge pipe 23 is arranged at the same time, one end of the emergency discharge pipe is communicated with the upper part of the flower soil 22, the other end of the emergency discharge pipe is communicated with the vertical pipe 25, the other end of the emergency discharge pipe is communicated with the lower part of the flower soil 22, the other end of the emergency discharge pipe is communicated with the lower part of the vertical pipe 25, the lower end of the vertical pipe 25 is communicated with the lower end of the water passing groove 12, the gathering water channels 18 are respectively arranged below the lower end of the water passing groove 12, the discharge pipe 19 is arranged and the bottom of the gathering water channel 18 is communicated, a main discharge pipe 21 is arranged below the.
One end of the emergency calandria 23 and the anti-accumulation calandria 24 arranged in the plant containing box 6 is provided with a soil blocking net.
The sizes of the middle convex end 8 of the upper base body and the middle groove 16 of the lower base body are matched with each other to ensure that the middle convex end 8 of the upper base body can be smoothly inserted into the middle groove 16 of the lower base body.
The sizes of the edge convex end 9 of the upper base body and the edge groove 17 of the lower base body are matched with each other to ensure that the edge convex end 9 of the upper base body can be smoothly inserted into the edge groove 17 of the lower base body.
The dimensions of the lower base body convex end 15 and the upper base body groove 10 are matched with each other to ensure that the lower base body convex end 15 can be smoothly inserted into the upper base body groove 10.
When ponding was too much on the way table 5, its accessible leads to water and sets up mouthful 13 and get into in the lower extreme water passing groove 12 and get into again and assemble ditch 18, and then through calandria 19, connecting pipe 20 gets into main drain 21 and discharges, dredge fast excessive ponding on the road surface effectively, high-efficient discharge, effectively play the effect of flood control, when the plant holds the ponding in the box 6 too much, unnecessary water accessible emergency calandria 23, prevent that ponding pipe 24 gets into standpipe 25, and then get into in the lower extreme water passing groove 12 and get into again and assemble ditch 18.
The distance between the adjacent water through setting ports 13 in the same flood-proof hard shoulder unit 1 is set between 6 m and 11 m.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, various modifications and decorations can be made without departing from the principle of the present invention, and these modifications and decorations should also be regarded as the protection scope of the present invention.

Claims (6)

1. The utility model provides a prevent flooding drainage view braced system which characterized in that: the flooding-proof isolation pier comprises flooding-proof isolation pier units (1), a plurality of flooding-proof isolation pier connectors (2), an upper composition base body (3), a lower composition base body (4), a road surface (5), a plant containing box (6), an upper base body semicircular notch (7), an upper base body middle convex end (8), an upper base body side convex end (9), an upper base body groove (10), a lower end water passing groove (12), a water passing setting port (13), a lower base body semicircular notch (14), a lower base body convex end (15), a lower base body middle groove (16), a lower base body side groove (17), a gathering ditch (18), a pipe (19), a connecting pipe (20), a main pipe (21), an emergency pipe (23), an accumulation-proof pipe (24), a vertical pipe (25), an isolation pier connecting penetrating rod (26) and an isolation pier connecting hole structure (27), wherein the flooding-proof isolation pier units (1) are arranged on the road surface (5), the flood-proof hard shoulder unit (1) is formed by combining an upper composition base body (3) and a lower composition base body (4), wherein a plant containing box (6) is arranged above the upper composition base body (3), an upper base body middle convex end (8) is arranged in the middle of the lower portion of the upper base body, upper base body edge convex ends (9) are respectively arranged at two ends of the lower portion of the upper composition base body (3), an upper base body groove (10) is arranged between the upper base body middle convex end (8) and the upper base body edge convex end (9), a penetrating upper base body semicircular notch (7) is respectively arranged at the lower end of the upper base body middle convex end (8) and the upper end of the upper base body groove (10), two lower base body convex ends (15) are arranged above the lower composition base body (4), a lower base body middle groove (16) is arranged between the two lower base body convex ends (15), and a lower base body edge groove (17) is, the upper end of the convex end (15) of the lower base body and the lower end of the groove (16) in the middle of the lower base body are respectively provided with a lower semi-circular notch (14) which penetrates through, both sides of the lower part of the lower composition base body (4) are respectively provided with a lower water passing groove (12) which penetrates through and is formed by sinking upwards, the bottom of the side wall of the lower composition base body (4) is provided with a plurality of water passing setting ports (13), the water passing setting ports (13) are communicated with the lower water passing groove (12), when the upper composition base body (3) and the lower composition base body (4) are combined, the convex end (8) in the middle of the upper base body of the upper composition base body (3) is arranged in the groove (16) in the middle of the lower base body of the lower composition base body (4), the convex end (9) in the edge of the upper base body of the upper composition base body (3) is arranged in the groove (17) in the lower base body of the lower composition base body (4), the convex end (15, when the upper composition base body (3) and the lower composition base body (4) are combined, the upper base body semicircular notch (7) and the lower base body semicircular notch (14) form a barrier pier connecting hole structure (27) inserted into a barrier pier connecting penetrating rod (26), when a plurality of anti-flooding barrier pier units (1) are combined into a plurality of anti-flooding barrier pier connectors (2), the barrier pier connecting penetrating rod (26) is arranged in the barrier pier connecting hole structure (27), an emergency discharge pipe (23) is arranged at the same time, one end of the emergency discharge pipe is communicated with the upper part of the flower soil (22), the other end of the emergency discharge pipe is communicated with a vertical pipe (25), one end of the emergency discharge pipe is communicated with the bottom of the flower soil (22), the other end of the emergency discharge pipe is communicated with the vertical pipe (25), the lower end of the vertical pipe (25) is communicated with the lower end water passing groove (12), a gathering ditch (18) is respectively arranged below the lower end water passing groove (12), and a gathering pipe (19) is, a main row pipeline (21) is arranged below the road meter (5), and a connecting pipe (20) is arranged to communicate the row pipe (19) with the main row pipeline (21).
2. The flood-proof drainage landscape support system according to claim 1, wherein: one end of the emergency calandria (23) and the accumulation-proof calandria (24) arranged in the plant containing box (6) is provided with a soil blocking net.
3. The flood-proof drainage landscape support system according to claim 1, wherein: the sizes of the convex end (8) in the middle of the upper matrix and the groove (16) in the middle of the lower matrix are matched with each other.
4. The flood-proof drainage landscape support system according to claim 1, wherein: the sizes of the edge convex end (9) of the upper matrix and the edge groove (17) of the lower matrix are matched with each other.
5. The flood-proof drainage landscape support system according to claim 1, wherein: the sizes of the convex end (15) of the lower base body and the groove (10) of the upper base body are matched with each other.
6. The flood-proof drainage landscape support system according to claim 1, wherein: the distance between the adjacent water through setting ports (13) in the same flood-proof hard shoulder unit (1) is 6-11 m.
CN202010979817.3A 2020-09-17 2020-09-17 Flooding-proof drainage landscape support system Pending CN111979953A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202010979817.3A CN111979953A (en) 2020-09-17 2020-09-17 Flooding-proof drainage landscape support system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202010979817.3A CN111979953A (en) 2020-09-17 2020-09-17 Flooding-proof drainage landscape support system

Publications (1)

Publication Number Publication Date
CN111979953A true CN111979953A (en) 2020-11-24

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Application Number Title Priority Date Filing Date
CN202010979817.3A Pending CN111979953A (en) 2020-09-17 2020-09-17 Flooding-proof drainage landscape support system

Country Status (1)

Country Link
CN (1) CN111979953A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113550251A (en) * 2021-08-27 2021-10-26 吉林建筑科技学院 Energy-absorbing water-guiding waterlogging-preventing structure for urban highway

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113550251A (en) * 2021-08-27 2021-10-26 吉林建筑科技学院 Energy-absorbing water-guiding waterlogging-preventing structure for urban highway

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