CN112681169A - Method for keeping low-section road surface normally passing in rainy days - Google Patents

Method for keeping low-section road surface normally passing in rainy days Download PDF

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Publication number
CN112681169A
CN112681169A CN202110118357.XA CN202110118357A CN112681169A CN 112681169 A CN112681169 A CN 112681169A CN 202110118357 A CN202110118357 A CN 202110118357A CN 112681169 A CN112681169 A CN 112681169A
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China
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road
floating
section
low
keeping
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CN202110118357.XA
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Chinese (zh)
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陈兴梅
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Individual
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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
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

Abstract

The invention discloses a method for keeping a low-section road surface to normally pass in rainy days, which specifically comprises the following steps: two floating road marking devices are arranged on the road surface at the low section, the road is divided into two side channels and a middle channel by the two floating road marking devices, and the other ends of the two side channels are convex road edges; a convex floating deceleration strip is transversely arranged at an inlet section at the low section position of the road, two inclined guide sections are formed on the floating deceleration strip, the inclined guide sections extend towards the convex road edge, and a flow guide gap is formed between the inclined guide sections and the road edge; when rainwater enters the interior of the floating road marking device, the floating road marking device floats upwards to separate the middle channel from the side channels. The invention can guide the redundant accumulated water which can not be discharged to the two sides of the road in rainy days, and vacates a road for normal traffic, thereby increasing the safety of the road and reducing the influence of the accumulated water on vehicles.

Description

Method for keeping low-section road surface normally passing in rainy days
Technical Field
The invention relates to the field of roads, in particular to a method for keeping a low-section road surface normally passing in rainy days.
Background
On many low section roads, rainy day often leads to the rivers of eminence to collect in the low department because the relief is low, and then often produces ponding on low section road, and the vehicle is if the force is passed through, extinguishes very easily, also produces danger more easily. Due to the fact that the rainwater quantity is large, a drainage system cannot meet drainage requirements, the whole road section is often blocked due to the ponding road section, and vehicles cannot normally pass through. Or the accumulated water exists, the vehicle forcibly passes through, and in this case, even if the accumulated water is not deep, the passing of the vehicle is influenced to a greater or lesser extent, and certain dangers exist.
Disclosure of Invention
The invention aims to solve the technical problem that a method for keeping a low-section road surface to normally pass in rainy days is adopted, a very simple method is adopted, a channel can be automatically isolated when the amount of rainwater is large, no water is accumulated in the channel as far as possible, and the normal passing of vehicles is ensured.
The invention is realized by the following technical scheme: a method for keeping a low-section road surface normally passing in rainy days specifically comprises the following steps:
the method comprises the following steps that firstly, two floating road marking devices are arranged on a road surface at a low section of a road, the road is divided into two side channels and a middle channel through the two floating road marking devices, and the other ends of the two side channels are convex road edges;
step two, transversely arranging a convex floating deceleration strip at the inlet section of the low section of the road, forming two inclined guide sections on the floating deceleration strip, extending the inclined guide sections towards the convex road edge, and forming a flow guide gap between the inclined guide sections and the road edge;
and step three, after rainwater enters the interior of the floating road marking device, the floating road marking device floats upwards to separate the middle channel from the side channels.
According to a preferable technical scheme, the floating road marking device comprises a buried box buried in a road, a hollow cavity is formed in the buried box, a step surface is arranged on the top surface of the buried box, a through groove is formed in the bottom surface of the step surface, a baffle plate penetrates through the through groove, the bottom of the baffle plate extends into the hollow cavity and is fixedly provided with a floating body, the top of the baffle plate is connected with a metal sheet, the metal sheet forms a road marking and is buckled into the step surface, and the upper end face of the metal sheet is sunk into the step surface.
According to a preferable technical scheme, the guide rods are arranged at the four corners of the bottom of the metal sheet respectively and are inserted into the guide holes formed in the step surface.
As preferred technical scheme, the both ends of sheetmetal are provided with into water aperture, and the top surface sets up warning paint.
Preferably, the width of the baffle is equal to the width of the through groove.
As the preferred technical scheme, one end of the underground box is connected with a drain pipe, the drain pipe is connected with a municipal drainage pipeline, and a flow valve is arranged on the drain pipe.
According to the preferable technical scheme, the floating speed reducing strip comprises an embedded part embedded in a road, a floating cavity with an opening at the top is formed in the embedded part, the speed reducing strip is installed in the floating cavity, an installation cavity with an opening at the bottom is formed in the speed reducing strip, more than one spring is fixedly installed on the top surface of the installation cavity, the other end of the spring is fixedly bonded with the bottom surface of the floating cavity, the speed reducing strip is ejected out of the upper end surface of the embedded part through the spring, and the speed reducing strip is made of hard metal materials.
As the preferred technical scheme, the shape of the embedded part is the same as that of the deceleration strip, an inclined guide section is formed at two ends of the deceleration strip, and the horizontal section of the deceleration strip is right opposite to the middle channel.
The invention has the beneficial effects that: the invention utilizes the floating identification line to separate rainwater when the rainwater amount is large, thereby ensuring the smoothness of the middle road, reducing the water accumulation amount and ensuring the formation of safety, and simultaneously utilizes the marking line structure of the road, thereby not occupying the area of the road, and arranges the deceleration strip on the low-section road surface, the deceleration strip can be used as a vehicle for deceleration in normal use and can be used as a shunt in rainy days, and the structural design is more reasonable.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of the internal structure of the floating road marking unit of the present invention;
FIG. 3 is a schematic structural view of FIG. 2 after the float state;
fig. 4 is a schematic diagram of the internal structure of the floating deceleration strip.
Detailed Description
All of the features disclosed in this specification, or all of the steps in any method or process so disclosed, may be combined in any combination, except combinations of features and/or steps that are mutually exclusive.
Any feature disclosed in this specification (including any accompanying claims, abstract and drawings), may be replaced by alternative features serving equivalent or similar purposes, unless expressly stated otherwise. That is, unless expressly stated otherwise, each feature is only an example of a generic series of equivalent or similar features.
In the description of the present invention, it is to be understood that the terms "one end", "the other end", "outside", "upper", "inside", "horizontal", "coaxial", "central", "end", "length", "outer end", and the like, indicate orientations or positional relationships based on those shown in the drawings, and are used only for convenience in describing the present invention and for simplicity in description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed in a particular orientation, and be operated, and thus, should not be construed as limiting the present invention.
Further, in the description of the present invention, "a plurality" means at least two, e.g., two, three, etc., unless specifically limited otherwise.
The use of terms such as "upper," "above," "lower," "below," and the like in describing relative spatial positions herein is for the purpose of facilitating description to describe one element or feature's relationship to another element or feature as illustrated in the figures. The spatially relative positional terms may be intended to encompass different orientations of the device in use or operation in addition to the orientation depicted in the figures. For example, if the device in the figures is turned over, elements described as "below" or "beneath" other elements or features would then be oriented "above" the other elements or features. Thus, the exemplary term "below" can encompass both an orientation of above and below. The device may be otherwise oriented (rotated 90 degrees or at other orientations) and the spatially relative descriptors used herein interpreted accordingly
In the present invention, unless otherwise explicitly specified or limited, the terms "disposed," "sleeved," "connected," "penetrating," "plugged," and the like are to be construed broadly, e.g., as a fixed connection, a detachable connection, or an integral part; can be mechanically or electrically connected; they may be directly connected or indirectly connected through intervening media, or they may be connected internally or in any other suitable relationship, unless expressly stated otherwise. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
As shown in figure 1, the method for keeping the normal traffic of the low-section road surface in rainy days comprises the following steps of arranging two floating road marking devices 1 on the low-section road surface of the road, dividing the road into two side channels 3 and a middle channel 2 through the two floating road marking devices 1, wherein the other ends of the two side channels 3 are convex road edges, and paying attention to the fact that enough lane distance needs to be ensured when the floating road marking devices 1 are arranged and the floating road marking devices are used as road markings when not used and are normally used;
then a convex floating deceleration strip 4 is transversely arranged at the inlet section of the road low section position, two inclined guide sections 41 are formed on the floating deceleration strip 4, the inclined guide sections 41 extend towards the convex road edge, and a diversion gap is formed between the inclined guide sections 41 and the road edge, when rainwater enters the floating road marking device 1, the floating road marking device 1 floats upwards to separate the middle channel from the side channels, as shown in figure 3, after the floating road marking device floats, the side channels can be separated from the middle channel, so that the rainwater can respectively enter the side channels at two sides after the diversion of the floating deceleration strip, and the middle channel can not enter the rainwater flowing from the upstream, thereby ensuring the smoothness of the middle channel. Conversely, one inlet and one outlet are needed.
In this embodiment, as shown in fig. 2, the floating road marking device 1 includes a buried box 14 buried in a road, a hollow cavity 18 is provided in the buried box 14, a step surface is provided on a top surface of the buried box 14, a through groove 17 is provided on a bottom surface of the step surface, a baffle plate 12 is provided in the through groove 18 in a penetrating manner, a floating body 16 is fixedly installed in the hollow cavity at a bottom of the baffle plate 12, a metal plate 11 is connected to a top of the baffle plate 12, the metal plate 11 forms a road marking and is buckled in the step surface, and an upper end surface of the metal plate 11 is sunk in the step surface.
Wherein, the position of four angles at the bottom of the metal sheet 11 is respectively provided with a guide rod 13, the guide rod 13 is inserted into a guide hole arranged on the step surface, and the guide rod 13 is used as the guide when the metal sheet ascends and descends.
Wherein, the both ends of sheetmetal 11 are provided with into water aperture 15, and the top surface sets up warning paint, when not using, use as ordinary road marking through warning paint, when rainy day, the rainwater passes into the fretwork intracavity through into water aperture 15, the rainwater gets into the back and contacts with the body, consequently the body come-up, drive baffle 12 and sheetmetal 11 and rise, as shown in figure 3, separate side road 3 and middle road 2 by baffle 12, the ponding that enters into in the side road just can not enter into the middle passageway like this, just can not influence the middle passageway to some extent yet.
The width of the baffle 12 is equal to the width of the through groove 17, and the baffle 12 is not leaked and the shaking is reduced because the width is the same.
Wherein, bury box 14's one end and connect a drain pipe 8, drain pipe 8 inserts municipal drainage pipe, and installation flow valve 9 on the drain pipe, flow valve 9 adjustable is some slowly for the rainwater in the fretwork intracavity can be very slow outflow, guarantees that the baffle can be long-time be in the floating state, and when the rain stopped the back, the rainwater in the fretwork intracavity can be slowly discharged through flow valve 9, and the body just no longer has buoyancy to support like this, then slow recovery normal position.
As shown in fig. 4, the floating deceleration strip 4 includes an embedded part 7 embedded in the road, a floating cavity 6 with an open top is arranged in the embedded part 7, the deceleration strip 4 is arranged in the floating cavity, a mounting cavity 43 with an open bottom is arranged in the deceleration strip 4, more than one spring 5 is fixedly arranged on the top surface of the mounting cavity 43, the other end of the spring 5 is fixedly bonded with the bottom surface of the floating cavity 6, the deceleration strip 4 is ejected to the upper end surface of the embedded part 7 through the spring 5, the deceleration strip is made of a hard metal material, the embedded part and the deceleration strip have the same shape, two ends of the deceleration strip form an inclined guide section, and the horizontal section of the deceleration strip faces the middle channel.
The floating speed reduction strip is used as a normal speed reduction belt when being used at ordinary times, because at a low-section road section, the speed of a vehicle is not suitable to be too high, and in rainy days, rainwater on the upper stream is collected towards the low section, and the rainwater enters into the side channels respectively after being shunted by the convex speed reduction strip, does not flow to the middle channel, ensures that a lane can normally pass, and does not generate much water even if part of the water enters into the middle channel.
The invention has the beneficial effects that: the invention utilizes the floating identification line to separate rainwater when the rainwater amount is large, thereby ensuring the smoothness of the middle road, reducing the water accumulation amount and ensuring the formation of safety, and simultaneously utilizes the marking line structure of the road, thereby not occupying the area of the road, and arranges the deceleration strip on the low-section road surface, the deceleration strip can be used as a vehicle for deceleration in normal use and can be used as a shunt in rainy days, and the structural design is more reasonable.
The above description is only an embodiment of the present invention, but the scope of the present invention is not limited thereto, and any changes or substitutions that are not thought of through the inventive work should be included in the scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope defined by the claims.

Claims (8)

1. A method for keeping a low-section road surface normally passing in rainy days is characterized by comprising the following steps:
the method comprises the following steps that firstly, two floating road marking devices are arranged on a road surface at a low section of a road, the road is divided into two side channels and a middle channel through the two floating road marking devices, and the other ends of the two side channels are convex road edges;
step two, transversely arranging a convex floating deceleration strip at the inlet section of the low section of the road, forming two inclined guide sections on the floating deceleration strip, extending the inclined guide sections towards the convex road edge, and forming a flow guide gap between the inclined guide sections and the road edge;
and step three, after rainwater enters the interior of the floating road marking device, the floating road marking device floats upwards to separate the middle channel from the side channels.
2. The method for keeping the low-section road surface normally running in the rainy day as claimed in claim 1, wherein the method comprises the following steps: the floating road marking device comprises a buried box buried in the road, a hollow-out cavity is formed in the buried box, a step surface is arranged on the top surface of the buried box, a through groove is formed in the bottom surface of the step surface, a baffle penetrates through the through groove, the bottom of the baffle extends into the hollow-out cavity and is fixedly provided with a floating body, the top of the baffle is connected with a metal sheet, the metal sheet forms a road marking and is buckled into the step surface, and the upper end face of the metal sheet is sunk into the step surface.
3. The method for keeping the low-section road surface normally running in the rainy day as claimed in claim 2, characterized in that: and the guide rods are respectively arranged at the four corners at the bottom of the metal sheet and inserted into the guide holes formed in the step surface.
4. The method for keeping the low-section road surface normally running in the rainy day as claimed in claim 2, characterized in that: the both ends of sheetmetal are provided with into water aperture, and the top surface sets up warning paint.
5. The method for keeping the low-section road surface normally running in the rainy day as claimed in claim 2, characterized in that: the width of the baffle is equal to the width of the through groove.
6. The method for keeping the low-section road surface normally running in the rainy day as claimed in claim 2, characterized in that: one end of the underground box is connected with a drain pipe, the drain pipe is connected with a municipal drainage pipeline, and a flow valve is arranged on the drain pipe.
7. The method for keeping the low-section road surface normally running in the rainy day as claimed in claim 1, wherein the method comprises the following steps: the floating speed reduction strip comprises an embedded part embedded in a road, a floating cavity with an open top is arranged in the embedded part, the speed reduction strip is arranged in the floating cavity, an installation cavity with an open bottom is arranged in the speed reduction strip, more than one spring is fixedly installed on the top surface of the installation cavity, the other end of the spring is fixedly bonded with the bottom surface of the floating cavity, the speed reduction strip is ejected out of the upper end surface of the embedded part through the spring, and the speed reduction strip is made of hard metal materials.
8. The method for keeping the low-section road surface normally running in the rainy day as claimed in claim 7, wherein the method comprises the following steps: the embedded part and the deceleration strip are in the same shape, an inclined guide section is formed at two ends of the deceleration strip, and the horizontal section of the deceleration strip faces the middle channel.
CN202110118357.XA 2021-01-28 2021-01-28 Method for keeping low-section road surface normally passing in rainy days Withdrawn CN112681169A (en)

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CN202110118357.XA CN112681169A (en) 2021-01-28 2021-01-28 Method for keeping low-section road surface normally passing in rainy days

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Application Number Priority Date Filing Date Title
CN202110118357.XA CN112681169A (en) 2021-01-28 2021-01-28 Method for keeping low-section road surface normally passing in rainy days

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Citations (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB0019951D0 (en) * 2000-08-10 2000-09-27 Philipov Ivan Automatic flood barrier
JP2004360430A (en) * 2003-06-02 2004-12-24 Shinko Kenzai Kk Water-pouring port for flood-control plate by buoyancy
GB0715810D0 (en) * 2007-08-14 2007-09-26 Meiklewall Scotland Ltd Barrier apparatus
GB0819980D0 (en) * 2008-10-31 2008-12-10 Thornbury Anthony Flood defence apparatus, system and method
US20110268506A1 (en) * 2010-04-29 2011-11-03 Anthony Thornbury Flood defense apparatus, system and method
JP2013060748A (en) * 2011-09-14 2013-04-04 Yamashita Mitsuo Waterproof device integrating grating and waterproof plate
JP5664888B1 (en) * 2014-06-25 2015-02-04 株式会社 林物産発明研究所 Embankment rising when the water rises
JP5747300B1 (en) * 2014-07-25 2015-07-15 株式会社 林物産発明研究所 Overflow prevention device
CN206553869U (en) * 2017-02-16 2017-10-13 昆山市鹿通路桥工程有限公司 Domatic section discharge structure
CN207159738U (en) * 2017-07-18 2018-03-30 杭州富阳鸿祥技术服务有限公司 A kind of flood control water channel of municipal works
CN208309319U (en) * 2018-06-08 2019-01-01 万宝盛建设集团股份有限公司 A kind of environmental type road with active noise reduction function
CN109610913A (en) * 2018-11-07 2019-04-12 五邑大学 A kind of flood control parking stall
CN209211196U (en) * 2018-09-20 2019-08-06 昆明理工大学 A kind of road drainage band
KR102018462B1 (en) * 2018-10-31 2019-10-21 유광산 Rainwater blocking system for driveway
CN110566109A (en) * 2019-09-16 2019-12-13 南昌大学 Underground garage and automatic water retaining device of no energy consumption for near-street storefront waterlogging prevention
CN210459002U (en) * 2019-05-13 2020-05-05 深圳市明发科技发展有限公司 Diversion type deceleration strip
CN111188266A (en) * 2020-02-27 2020-05-22 陕西工业职业技术学院 Bridge engineering cross slope drainage device

Patent Citations (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB0019951D0 (en) * 2000-08-10 2000-09-27 Philipov Ivan Automatic flood barrier
JP2004360430A (en) * 2003-06-02 2004-12-24 Shinko Kenzai Kk Water-pouring port for flood-control plate by buoyancy
GB0715810D0 (en) * 2007-08-14 2007-09-26 Meiklewall Scotland Ltd Barrier apparatus
GB0819980D0 (en) * 2008-10-31 2008-12-10 Thornbury Anthony Flood defence apparatus, system and method
US20110268506A1 (en) * 2010-04-29 2011-11-03 Anthony Thornbury Flood defense apparatus, system and method
JP2013060748A (en) * 2011-09-14 2013-04-04 Yamashita Mitsuo Waterproof device integrating grating and waterproof plate
JP5664888B1 (en) * 2014-06-25 2015-02-04 株式会社 林物産発明研究所 Embankment rising when the water rises
JP5747300B1 (en) * 2014-07-25 2015-07-15 株式会社 林物産発明研究所 Overflow prevention device
CN206553869U (en) * 2017-02-16 2017-10-13 昆山市鹿通路桥工程有限公司 Domatic section discharge structure
CN207159738U (en) * 2017-07-18 2018-03-30 杭州富阳鸿祥技术服务有限公司 A kind of flood control water channel of municipal works
CN208309319U (en) * 2018-06-08 2019-01-01 万宝盛建设集团股份有限公司 A kind of environmental type road with active noise reduction function
CN209211196U (en) * 2018-09-20 2019-08-06 昆明理工大学 A kind of road drainage band
KR102018462B1 (en) * 2018-10-31 2019-10-21 유광산 Rainwater blocking system for driveway
CN109610913A (en) * 2018-11-07 2019-04-12 五邑大学 A kind of flood control parking stall
CN210459002U (en) * 2019-05-13 2020-05-05 深圳市明发科技发展有限公司 Diversion type deceleration strip
CN110566109A (en) * 2019-09-16 2019-12-13 南昌大学 Underground garage and automatic water retaining device of no energy consumption for near-street storefront waterlogging prevention
CN111188266A (en) * 2020-02-27 2020-05-22 陕西工业职业技术学院 Bridge engineering cross slope drainage device

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