CN112626965A - Integrated open curb with diversion trench - Google Patents

Integrated open curb with diversion trench Download PDF

Info

Publication number
CN112626965A
CN112626965A CN202011470812.4A CN202011470812A CN112626965A CN 112626965 A CN112626965 A CN 112626965A CN 202011470812 A CN202011470812 A CN 202011470812A CN 112626965 A CN112626965 A CN 112626965A
Authority
CN
China
Prior art keywords
cut
slope
variable
diversion groove
curb
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.)
Pending
Application number
CN202011470812.4A
Other languages
Chinese (zh)
Inventor
王建龙
孙铮
李荭鑫
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.)
Beijing University of Civil Engineering and Architecture
Original Assignee
Beijing University of Civil Engineering and Architecture
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 Beijing University of Civil Engineering and Architecture filed Critical Beijing University of Civil Engineering and Architecture
Priority to CN202011470812.4A priority Critical patent/CN112626965A/en
Publication of CN112626965A publication Critical patent/CN112626965A/en
Pending legal-status Critical Current

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
    • E01C11/221Kerbs or like edging members, e.g. flush kerbs, shoulder retaining means ; Joint members, connecting or load-transfer means specially for kerbs
    • E01C11/223Kerb-and-gutter structures; Kerbs with drainage openings channel or conduits, e.g. with out- or inlets, with integral gutter or with channel formed into the kerb ; Kerbs adapted to house cables or pipes, or to form conduits
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/04Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F5/046Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps adapted to be used with kerbs
    • 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
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/30Flood prevention; Flood or storm water management, e.g. using flood barriers
    • 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)
  • Road Paving Structures (AREA)

Abstract

本发明涉及一种带导流槽的一体式开口路缘石,属于雨水处理技术领域。包括:“W”型雨水篦、变坡式导流槽以及开口路缘石,所述开口路缘石上设置有贯穿开口路缘石两侧的切入式豁口;所述切入式豁口一侧的道路上设置有变坡式导流槽;变坡式导流槽上覆盖有“W”型雨水篦;所述变坡式导流槽的两面均采用斜板式结构,用于减少雨水在变坡式导流槽内的停留时间;所述切入式豁口另一侧设置有绿地;变坡式导流槽底部一侧与切入式豁口一侧连通,切入式豁口另一侧与绿地连通;所述切入式豁口的切变段为一弧形,沿道路纵向切变夹角为15‑30°。本发明有效解决了低影响开发城市道路开口路缘石雨水径流截留效率低的问题。

Figure 202011470812

The invention relates to an integrated open curb stone with a diversion groove, belonging to the technical field of rainwater treatment. It includes: "W"-shaped rainwater grate, variable-slope diversion groove, and open curb. The open curb is provided with cut-in gaps running through both sides of the open curb; the road on one side of the cut-in gap is provided There is a variable-slope diversion groove; the variable-slope diversion groove is covered with a "W"-shaped rainwater grate; both sides of the variable-slope diversion groove adopt a sloping plate structure, which is used to reduce rainwater in the variable-slope diversion. The residence time in the groove; the other side of the cut-in gap is provided with green space; the bottom side of the variable-slope diversion groove is connected to one side of the cut-in gap, and the other side of the cut-in gap is connected to the green space; the cut-in gap The shear section of the road is an arc, and the included angle of longitudinal shear along the road is 15-30°. The invention effectively solves the problem of low interception efficiency of rainwater runoff from curbstones of road openings in low-impact development cities.

Figure 202011470812

Description

Integrated open curb with diversion trench
Technical Field
The invention relates to a curb, in particular to an integrated open curb with a diversion trench, and belongs to the technical field of rainwater treatment.
Background
In sponge city construction, low influence development urban roads are widely applied, namely, open type curbs are arranged between roads and green belts, and road rainwater runoff is converged into surrounding green lands to be regulated, stored and purified. At present, the methods for developing the opening of the road kerb in low influence in engineering mainly comprise the following steps: (1) the single curb opening, this kind of mode curb opening receives road cross slope, longitudinal gradient, side ditch etc. to influence great to the entrapment rate of road rainfall runoff, and especially when the road longitudinal gradient is greater than the cross slope, the curb opening is lower to road rainfall runoff entrapment rate, can't satisfy the engineering design requirement. (2) Curb opening and road change slope combination owing to set up the road change slope before the curb opening, increased the opening front runoff depth of water, consequently improved the curb opening to road rainwater runoff hold back efficiency, but this kind of mode road construction is loaded down with trivial details to the slope of road change slope is difficult to control, and has driving safety hidden danger. Aiming at the problems existing in the engineering application, the invention provides an integrated open curb device with a diversion trench and a concave-down reinforced water-collecting type rainwater grate, which can realize the efficient interception of rainwater runoff on a road, is convenient for construction and installation and can not cause traffic safety hidden trouble.
At present, the method for developing the road curb opening with low influence has received wide attention, and the published relevant patents are as follows: chinese patent publication CN 108589466A' A curb opening drainage device for intercepting initial rainwater, the patent sets a drainage groove around the periphery of a gutter inlet, the gutter inlet is connected with a curb opening downwards along the longitudinal slope direction of a road, and the curb opening is discharged through the gutter inlet when the rainfall is large, the device has low interception efficiency of the interception groove because the gutter inlet is positioned at the upstream of the opening, the height difference between the gutter inlet and the bottom of the drainage groove is small, and a rainwater grate is easy to loosen, the interception groove also has potential safety hazards of driving, and the construction is inconvenient; CN109837817A 'a curb for sponge city', in which diversion branch pipes are arranged inside the curb and the road surface, and a diversion main pipe is connected with a downcomer, but the diversion main pipe focuses more on drainage; the Chinese patent publication CN111705589A discloses that the hollow permeable curb, the rainwater well in the green belt, the underground rainwater adjusting tank and the pipeline connecting the components are designed in the rainwater collecting system of the hollow permeable curb, the facility structure is complex, the road rainwater runoff interception rate is low, and the daily maintenance and management are not convenient. Chinese patent publication CN105648873A "a cabin holds formula curb" road rainwater is mainly collected through rainwater collection hole, but this curb does not set up and greenbelt drainage channel, and road rainfall runoff surpasss rainwater collection hole easily, leads to urban road rainfall runoff to hold back inefficiency.
Disclosure of Invention
In order to overcome the defects of the existing road kerb device, the invention provides an integrated open kerb with a diversion trench, which effectively solves the problem of low rainwater runoff interception efficiency of the open kerb of the developed road.
In order to solve the technical problems, the technical scheme adopted by the invention is as follows:
an integral type opening curb of tape guide groove includes: the open kerb is provided with cut-in openings penetrating through two sides of the open kerb; a variable-slope type diversion trench is arranged on the road on one side of the cut-in type opening, and the variable-slope type diversion trench and the open curb are integrally arranged; the variable-slope type diversion trench is covered with a W-shaped rainwater grate, and rainwater on the road can enter the variable-slope type diversion trench along a cross slope and a longitudinal slope of the road; the two surfaces of the variable-slope type diversion trench are both in inclined plate type structures and are used for reducing the retention time of rainwater in the variable-slope type diversion trench; a green land is arranged on the other side of the cut-in type gap; one side of the bottom of the slope-variable diversion trench is communicated with one side of the cut-in type opening, and the other side of the cut-in type opening is communicated with the green land; the shear section of the cut-in type opening is arc-shaped, the included angle of the shear section along the longitudinal direction of the road is 15-30 degrees, and the cut-in type opening is used for improving the rainwater runoff interception efficiency through the diversion effect.
Furthermore, the W-shaped rain grate comprises a plurality of groups of arc concave grate bodies.
Further, according to the road grade, the W-shaped rainwater grate comprises 1-3 groups of arc concave grate bodies, the width of each group of arc concave grate bodies is 15-20cm, and the maximum concave depth in the middle of each group of arc concave grate bodies is 1-2 cm.
Furthermore, opening curb adopts concave-convex structure from beginning to end, and it adopts with adjacent curb concave-convex structure splices together.
Further, the elevation of the green land is 10-20cm lower than the lower edge of the cut-in type gap.
Further, the shear included angle of the cut-in type gap is 25 degrees.
Furthermore, the bottom plate of the variable slope type diversion trench is flush with the lower edge of the cut-in type opening.
Further, along the longitudinal direction of the road, the length of the slope-changing type diversion trench is greater than that of the cut-in type opening and smaller than that of the opening curb.
Further, the elevation of the W-shaped rain grate is lower than the elevation of the upper edge of the cut-in type notch.
Compared with the prior art, the invention has the following technical effects:
the invention has high interception efficiency, does not influence traffic safety, is convenient to process, construct and install, and is simple to maintain and manage and convenient to replace.
Drawings
FIG. 1 is a schematic plan view of an integrated open curbstone with a diversion trench according to the present invention;
FIG. 2 is a schematic cross-sectional view taken along line A-A of FIG. 1 in accordance with the present invention;
FIG. 3 is a schematic perspective view of the one-piece open curbstone with diversion trenches of the present invention;
in the figure, 1-W-shaped rainwater grate, 2-cut-in type opening, 3-slope-changing type diversion trench, 4-greenbelt, 5-pavement and 6-opening curb stone.
Detailed Description
The present invention will be described in detail with reference to the accompanying fig. 1 to 3.
As shown in fig. 1-3, the one-piece open curbstone with guiding gutter of this embodiment includes: w-shaped rainwater comb 1, variable slope type diversion trench 3 and opening curb 6, and opening curb 6 is last to be provided with the cut-in type opening 2 that runs through opening curb 6 both sides. A variable slope type diversion trench 3 is arranged on the road on one side of the cut-in type opening 2, and the variable slope type diversion trench 3 and the opening kerbstone 6 are integrally arranged. The variable slope type diversion trench 3 is covered with a W-shaped rainwater grate 1, and rainwater on the road can enter the variable slope type diversion trench 3 along a cross slope and a longitudinal slope of the road. Both sides of the variable-slope type diversion trench 3 adopt inclined plate type structures and are used for reducing the retention time of rainwater in the variable-slope type diversion trench 3. The other side of the cut-in type gap 2 is provided with a green land 4. One side of the bottom of the slope-changing type diversion trench 3 is communicated with one side of the cut-in type opening 2, and the other side of the cut-in type opening 2 is communicated with the green land 4. The shear section of the cut-in type opening 2 is arc-shaped, the included angle of the shear section along the longitudinal direction of the road is 25 degrees, and the cut-in type opening is used for improving the rainwater runoff interception efficiency through the diversion effect. Opening curb 6 adopts concave-convex structure from beginning to end, and it adopts concave-convex structure concatenation together with adjacent curb.
In this embodiment, as shown in fig. 2, the "W" type rain grate 1 includes 2 groups of circular arc concave grate bodies. The width of each group of arc concave grid bodies is 20cm, the maximum concave depth in the middle is 2cm, and the elevation of the W-shaped rainwater grid 1 is lower than the elevation of the upper edge of the cut-in type opening 2. In addition, the level of the green land 4 is 16cm lower than the lower edge of the cut-in type notch 2. The bottom plate of the slope-variable diversion trench 3 is flush with the lower edge of the cut-in type opening 2. In addition, along the longitudinal direction of the road, the length of the variable slope type diversion trench 3 is greater than that of the cut-in type opening 2 and less than that of the opening curb 6.
The above-mentioned embodiments are only given for the purpose of more clearly illustrating the technical solutions of the present invention, and are not meant to be limiting, and variations of the technical solutions of the present invention by those skilled in the art based on the common general knowledge in the art are also within the scope of the present invention.

Claims (9)

1.一种带导流槽的一体式开口路缘石,包括:“W”型雨水篦(1)、变坡式导流槽(3)以及开口路缘石(6),其特征在于:所述开口路缘石(6)上设置有贯穿开口路缘石(6)两侧的切入式豁口(2);所述切入式豁口(2)一侧的道路上设置有变坡式导流槽(3),变坡式导流槽(3)与开口路缘石(6)一体设置;变坡式导流槽(3)上覆盖有“W”型雨水篦(1),道路上的雨水可沿道路横坡和纵坡进入到变坡式导流槽(3)内;所述变坡式导流槽(3)的两面均采用斜板式结构,用于减少雨水在变坡式导流槽(3)内的停留时间;所述切入式豁口(2)另一侧设置有绿地(4);变坡式导流槽(3)底部一侧与切入式豁口(2)一侧连通,切入式豁口(2)另一侧与绿地(4)连通;所述切入式豁口(2)的切变段为一弧形,沿道路纵向切变夹角为15-30°,其通过导流作用,用以提高雨水径流截留效率。1. An integrated open curb stone with a diversion groove, comprising: a "W" type rainwater grate (1), a slope-variable diversion groove (3) and an open curb stone (6), characterized in that: the described The open curb stone (6) is provided with a cut-in type gap (2) that penetrates both sides of the open curb stone (6); , the variable-slope diversion groove (3) is integrated with the opening curb stone (6); the variable-slope diversion groove (3) is covered with a "W"-shaped rainwater grate (1), and the rainwater on the road can pass along the road. The slope and the longitudinal slope enter into the variable-slope diversion channel (3); both sides of the variable-slope diversion channel (3) adopt a sloping plate structure, which is used to reduce rainwater in the variable-slope diversion channel (3) The other side of the cut-in gap (2) is provided with a green space (4); one side of the bottom of the variable-slope diversion groove (3) is communicated with one side of the cut-in gap (2), and the cut-in gap ( 2) The other side is connected with the green space (4); the shear section of the cut-in gap (2) is an arc, and the longitudinal shear angle along the road is 15-30°. Improve stormwater runoff interception efficiency. 2.根据权利要求1所述的一种带导流槽的一体式开口路缘石,其特征在于:所述“W”型雨水篦(1)包括多组圆弧下凹型篦体。2 . The one-piece open curb stone with a diversion groove according to claim 1 , wherein the “W”-shaped rainwater grate ( 1 ) comprises multiple groups of circular arc concave grate bodies. 3 . 3.根据权利要求2所述的一种带导流槽的一体式开口路缘石,其特征在于:根据道路等级,所述“W”型雨水篦(1)包括1-3组圆弧下凹型篦体,每组圆弧下凹型篦体的宽度为15-20cm,圆弧下凹型篦体中间最大下凹深度为1-2cm。3. The one-piece open curb with a diversion groove according to claim 2, characterized in that: according to the road grade, the "W" type rainwater grate (1) comprises 1-3 groups of arc concave type For the grate body, the width of each group of arc concave grate bodies is 15-20cm, and the maximum concave depth in the middle of the arc concave grate body is 1-2cm. 4.根据权利要求1所述的一种带导流槽的一体式开口路缘石,其特征在于:所述开口路缘石(6)首尾采用凹凸结构,其与相邻路缘石采用所述凹凸结构拼接在一起。4. An integrated open curb with a diversion groove according to claim 1, characterized in that: the open curb (6) adopts a concave-convex structure at the head and tail, and the concave-convex structure is adopted with the adjacent curb. stitched together. 5.根据权利要求1所述的一种带导流槽的一体式开口路缘石,其特征在于:所述绿地(4)高程低于切入式豁口(2)下沿10-20cm。5 . The one-piece open curb with a diversion groove according to claim 1 , wherein the elevation of the green space ( 4 ) is 10-20 cm lower than the lower edge of the cut-in gap ( 2 ). 6 . 6.根据权利要求1所述的一种带导流槽的一体式开口路缘石,其特征在于:所述切入式豁口(2)的切变夹角为25°。6 . The one-piece open curb with a diversion groove according to claim 1 , wherein the shear angle of the cut-in notch ( 2 ) is 25°. 7 . 7.根据权利要求1所述的一种带导流槽的一体式开口路缘石,其特征在于:所述变坡式导流槽(3)底板与所述切入式豁口(2)下沿齐平。7. The one-piece open curb with a diversion groove according to claim 1, characterized in that: the bottom plate of the variable-slope diversion groove (3) is aligned with the lower edge of the cut-in type notch (2). flat. 8.根据权利要求1所述的一种带导流槽的一体式开口路缘石,其特征在于:沿道路纵向,所述变坡式导流槽(3)的长度大于所述切入式豁口(2)的长度,并小于所述开口路缘石(6)的长度。8. The one-piece open curb with a diversion groove according to claim 1, characterized in that: along the longitudinal direction of the road, the length of the variable-slope diversion groove (3) is greater than that of the cut-in gap ( 2) and less than the length of the opening curb (6). 9.根据权利要求1-8所述的一种带导流槽的一体式开口路缘石,其特征在于:所述“W”型雨水篦(1)高程低于所述切入式豁口(2)上沿高程。9. The one-piece open curb with a diversion groove according to claims 1-8, wherein the "W"-shaped rainwater grate (1) has a lower elevation than the cut-in gap (2) top elevation.
CN202011470812.4A 2020-12-14 2020-12-14 Integrated open curb with diversion trench Pending CN112626965A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202011470812.4A CN112626965A (en) 2020-12-14 2020-12-14 Integrated open curb with diversion trench

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202011470812.4A CN112626965A (en) 2020-12-14 2020-12-14 Integrated open curb with diversion trench

Publications (1)

Publication Number Publication Date
CN112626965A true CN112626965A (en) 2021-04-09

Family

ID=75313071

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202011470812.4A Pending CN112626965A (en) 2020-12-14 2020-12-14 Integrated open curb with diversion trench

Country Status (1)

Country Link
CN (1) CN112626965A (en)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104005316A (en) * 2014-06-13 2014-08-27 北京建筑大学 Kerb with drainage function and pollutant intercepting function
CN205347923U (en) * 2016-01-11 2016-06-29 三峡大学 Automatic cut and keep off rubbish curb drainage system
CN108589466A (en) * 2018-05-09 2018-09-28 厦门市城市规划设计研究院(厦门规划展览馆) A kind of kerbstone gap drainage device of retention initial rainwater
CN208219832U (en) * 2018-05-25 2018-12-11 云南交投市政园林工程有限公司 Road surface runoff sewage collection device
CN211816793U (en) * 2020-03-27 2020-10-30 成都惟尚建筑设计有限公司 Greening ditch for sponge city
CN211973787U (en) * 2019-12-31 2020-11-20 江苏帕德新材料有限公司 Rainwater grate

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104005316A (en) * 2014-06-13 2014-08-27 北京建筑大学 Kerb with drainage function and pollutant intercepting function
CN205347923U (en) * 2016-01-11 2016-06-29 三峡大学 Automatic cut and keep off rubbish curb drainage system
CN108589466A (en) * 2018-05-09 2018-09-28 厦门市城市规划设计研究院(厦门规划展览馆) A kind of kerbstone gap drainage device of retention initial rainwater
CN208219832U (en) * 2018-05-25 2018-12-11 云南交投市政园林工程有限公司 Road surface runoff sewage collection device
CN211973787U (en) * 2019-12-31 2020-11-20 江苏帕德新材料有限公司 Rainwater grate
CN211816793U (en) * 2020-03-27 2020-10-30 成都惟尚建筑设计有限公司 Greening ditch for sponge city

Similar Documents

Publication Publication Date Title
CN213508818U (en) Face-row type waterlogging-preventing urban drainage system
CN209686564U (en) A kind of small sponge urban ecology rainwater storage cell system
CN205474681U (en) Formula curb is held in cabin
CN102966165B (en) System for eliminating and reducing urban inland inundation by utilizing adsorption layer of green area and inland inundation eliminating and reducing method
CN206768983U (en) A kind of rainwater usury greenbelt
CN103556672A (en) Rainwater harvesting and water storage system for field road and construction method thereof
CN216714471U (en) Drainage system of tunnel
CN206971036U (en) Lawn watering system for sponge city
CN112626965A (en) Integrated open curb with diversion trench
CN211112984U (en) Prevent ponding and prevent sponge urban road of jam
CN220301253U (en) A kind of slope protection device for water conservancy and hydropower projects
CN102677764A (en) System for source or transmission process adjustment and control aiming at mountainous city non-point source pollution
CN216640130U (en) A modular road structure with collection and drainage system
CN207109988U (en) A kind of storm-water system
CN213296605U (en) Drainage device is collected to massif rain flood
CN212184495U (en) A storage and drainage structure
CN208649829U (en) A kind of level land grass planting ditch
CN209907149U (en) Town road drainage structures
CN219059638U (en) Rainwater collection system for mountain-like municipal road
CN208668458U (en) A sponge pavement-underground integrated pipe gallery system
CN211596265U (en) A curb and road surface drainage structures for alleviating road ponding degree of depth
CN217026548U (en) Be used for sponge city rainwater flood control to block system
CN221094729U (en) Municipal drainage road
CN111472434A (en) Mountain rain and flood collecting and draining device and method
CN219297884U (en) Road drainage structure

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
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20210409