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CN107044081A - Environmental street drainage structure - Google Patents

Environmental street drainage structure Download PDF

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Publication number
CN107044081A
CN107044081A CN201710355147.6A CN201710355147A CN107044081A CN 107044081 A CN107044081 A CN 107044081A CN 201710355147 A CN201710355147 A CN 201710355147A CN 107044081 A CN107044081 A CN 107044081A
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rainwater
planting
layer
pavement
drainage structure
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CN107044081B (en
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季彦婕
马新卫
何楠
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Southeast University
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Southeast University
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    • 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
    • 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
    • E01C11/225Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
    • 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

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)

Abstract

本发明公开了一种生态型街道排水结构,包括车行道(1)、路缘石(2)、雨水种植池(4)、透水铺装的人行道(5)、种植池间的人行通道(6)、排水管(7);路缘石(2)设在车行道(1)两侧,路缘石(2)在雨水种植池(4)处有两个开口,且路缘石(2)和雨水种植池(4)之间设有雨水缓冲带(3),方便雨水流入种植池(4);所述雨水种植池(4)入口端设有阶梯型的玄武岩堰(41)使雨水分级流入;水种植池(4)从上至下依次为树皮覆盖层(42)、种植土层(43)、人工填料层(44)、砂层(45)和砾石层(46),砾石层里埋有穿孔管(47);所述排水管道(7)设于人行道(5)边缘透水面层下方。本发明有效地减少了地表径流,延迟径流时间,避免了污染的雨水下渗,补充了地下水。

The invention discloses an ecological street drainage structure, which comprises a roadway (1), curbstones (2), rainwater planting pools (4), permeable sidewalks (5), and pedestrian passages between the planting pools (6) ), drainage pipes (7); curbstones (2) are located on both sides of the roadway (1), and the curbstones (2) have two openings at the rainwater planting pond (4), and the curbstones (2) and rainwater A rainwater buffer zone (3) is provided between the planting pools (4) to facilitate the flow of rainwater into the planting pools (4); the entrance of the rainwater planting pool (4) is provided with a stepped basalt weir (41) to allow rainwater to flow in in stages; The water planting pool (4) is followed by bark cover layer (42), planting soil layer (43), artificial filler layer (44), sand layer (45) and gravel layer (46) from top to bottom, and buried in the gravel layer There are perforated pipes (47); the drainage pipes (7) are arranged below the permeable surface layer at the edge of the sidewalk (5). The invention effectively reduces surface runoff, delays runoff time, avoids infiltration of polluted rainwater, and supplements groundwater.

Description

生态型街道排水结构Ecological Street Drainage Structure

技术领域technical field

本发明涉及一种排水结构,特别是一种生态型街道排水结构。The invention relates to a drainage structure, in particular to an ecological street drainage structure.

背景技术Background technique

目前,我国城市的街道排水设计还是以管道排水为主,在城郊或城乡结合部以沟渠排水为主,对处理雨水总的思想还是体现在一个“排”字上。近年来随着城市化的快速发展,传统城市街道排水的弊端日益明显,这种以简单排放为单一方式和目标的道路排水系统,暴露出许多问题。城市扩张过程中,大量自然地面逐步被包括道路在内的硬化面所取代,道路周边区域硬化率也日益增大。不透水面积的增加导致城市综合径流系数增大,暴雨汇流迅速,径流量和径流峰值成倍增加,街道排水压力过重;道路对沿线周边的水体污染十分严重。路面雨水径流中除含有重金属、碳氢化合物等对环境危害性大的污染物质以外,车辆运行带来的油类等污染物,行人抛弃的废物,从庭院和其他开阔地上冲刷到街道上的碎屑和污染物等,最终都将在雨水淋洗、冲刷作用下迁移至水环境中,并对这些水域产生很大危害;此外,如今城市需水量日益增加,而传统的街道排水使路面及周边区域的雨水从城市雨污水管网白白流走,这不仅浪费了大量宝贵的雨水资源,还使城市排水管网、污水处理厂及水环境不堪重负。At present, the street drainage design of our country's cities is still dominated by pipeline drainage, and in the suburbs or urban-rural junctions is mainly based on ditch drainage. The general idea of handling rainwater is still reflected in the word "drainage". With the rapid development of urbanization in recent years, the disadvantages of traditional urban street drainage have become increasingly obvious. This kind of road drainage system with simple discharge as a single method and goal has exposed many problems. In the process of urban expansion, a large amount of natural ground is gradually replaced by hardened surfaces including roads, and the hardening rate of the surrounding areas of roads is also increasing. The increase of impermeable area leads to the increase of urban comprehensive runoff coefficient, the rapid confluence of rainstorm, the double increase of runoff volume and runoff peak value, and the excessive pressure of street drainage; the road pollutes the surrounding water seriously. In addition to heavy metals, hydrocarbons and other pollutants that are harmful to the environment, the rainwater runoff on the road surface contains oil and other pollutants brought by the operation of vehicles, waste discarded by pedestrians, debris washed from courtyards and other open grounds to the streets. debris and pollutants, etc., will eventually migrate to the water environment under the action of rainwater washing and scouring, and cause great harm to these waters; in addition, the demand for water in cities is increasing day by day, and traditional street drainage makes roads and surrounding areas The rainwater in the region flows away from the urban rainwater and sewage pipe network in vain, which not only wastes a lot of precious rainwater resources, but also makes the urban drainage pipe network, sewage treatment plant and water environment overwhelmed.

发明内容Contents of the invention

发明目的:本发明提供了一种生态型街道排水结构,可减少路面径流和洪峰流量,缓解街道排水压力;并且解决街道排水问题的同时还能够通过将雨水统一汇集、过滤、净化,达到减缓洪峰流量,避免污染的雨水下渗,补充地下水源的目的。Purpose of the invention: The present invention provides an ecological street drainage structure, which can reduce road surface runoff and flood peak flow, and alleviate street drainage pressure; and solve the problem of street drainage, and at the same time, it can also reduce flood peak by uniformly collecting, filtering and purifying rainwater Flow rate, avoid polluted rainwater infiltration, and replenish groundwater sources.

发明内容:一种生态型街道排水结构,包括车行道、路缘石、雨水种植池、种植池间的人行通道和透水铺装的人行道;车行道路面采用密集配沥青混凝土材料,路面横向坡度为2.5%;路缘石在雨水种植池处有两个开口,且路缘石和雨水种植池之间设有雨水缓冲带,方便雨水流入种植池;雨水种植池入口处为阶梯式结构,使雨水分级流入,形成叠水景观;雨水种植池底部结构从上至下依次为种植土层、人工填料层、砂层和砾石层,砾石层里埋有穿孔管;人行道及人行通道采用透水路面砖铺装,透水路面铺装从上至下结构依次为透水砖面层、缓冲层、碎石基层;人行道与人行通道路面基层与垫层之间设有不渗透性土工布,且人行道边缘透水面层与不渗透性土工布之间设有排水管道通向雨水种植池。Summary of the invention: An ecological street drainage structure, including roadways, curbs, rainwater planting ponds, pedestrian passages between planting ponds, and permeable paved sidewalks; the road surface for vehicles is made of dense asphalt concrete materials, and the lateral slope of the road surface is 2.5%; the curb has two openings at the rainwater planting pool, and there is a rainwater buffer zone between the curb and the rainwater planting pool to facilitate the rainwater to flow into the planting pool; the entrance of the rainwater planting pool is a stepped structure, allowing rainwater to flow in , forming a landscape of overlapping water; the bottom structure of the rainwater planting pool is planted soil layer, artificial filler layer, sand layer and gravel layer from top to bottom, and perforated pipes are buried in the gravel layer; sidewalks and pedestrian passages are paved with permeable pavement bricks, The structure of permeable pavement pavement from top to bottom is permeable brick surface layer, buffer layer, and gravel base layer; pavement base and cushion layer are provided with impermeable geotextiles for sidewalks and pedestrian passages, and the permeable surface layer at the edge of the sidewalk is connected to the impervious layer. There is a drainage pipe between the permeable geotextiles leading to the rainwater planting pond.

雨水种植池入口处的阶梯式结构采用玄武岩堰铺设而成。The stepped structure at the entrance of the rainwater planting pond is paved with basalt weirs.

为了使得车行道上的水流能够顺利流入雨水种植池,雨水缓冲带靠近车行道的一侧高度与车行道平齐,靠近雨水种植池的一侧向下倾斜一定坡度。In order to allow the water flow on the roadway to flow into the rainwater planting pond smoothly, the height of the side of the rainwater buffer zone close to the roadway is level with the roadway, and the side near the rainwater planting pond slopes downward to a certain slope.

工作原理:由于车行道为不透水路面,雨水通过道路横向坡度汇集到道路边缘,通过路缘石开口进入雨水缓冲带,再由雨水缓冲带进入雨水种植池;人行道与人行通道采用透水路面砖铺装,雨水能迅速下渗,下渗的雨水通过人行道路面下的排水管道排至雨水种植池。污染的雨水流入雨水种植池入口阶梯式的玄武岩堰时形成叠水景观,雨水下泻的速度得到减缓,使得雨水有有充分的时间在种植池下渗。污染的雨水在植被,土壤等环境下被过滤,净化,经过渗滤的雨水由底部砾石层中的穿孔管收集进入其他排水系统。Working principle: Since the roadway is an impermeable road surface, rainwater collects to the edge of the road through the lateral slope of the road, enters the rainwater buffer zone through the curb opening, and then enters the rainwater planting pool from the rainwater buffer zone; the sidewalk and pedestrian passage are paved with permeable pavement bricks The rainwater can infiltrate rapidly, and the infiltrated rainwater is discharged to the rainwater planting pond through the drainage pipe under the sidewalk surface. When the polluted rainwater flows into the stepped basalt weir at the entrance of the rainwater planting pond, a landscape of overlapping water is formed, and the speed of rainwater falling down is slowed down, so that the rainwater has sufficient time to infiltrate into the planting pond. Polluted rainwater is filtered and purified under the environment of vegetation, soil, etc., and the percolated rainwater is collected by perforated pipes in the bottom gravel layer into other drainage systems.

有益效果:本发明的街道排水结构通过将街道雨水汇集到雨水种植池中过滤、渗入,用模拟自然的方式净化雨水,并将雨水收集重利用。Beneficial effects: the street drainage structure of the present invention collects street rainwater into rainwater planting ponds to filter and infiltrate, purifies rainwater in a way that simulates nature, and collects and reuses rainwater.

透水路面能有效地减少路面径流和改善路面积水状况,通常的透水路面让雨水自然下渗,为了避免污染的雨水下渗污染路基和地下水源,需要路面结构下设置成本较高的过滤,蓄水装置等。相较于此,本发明采取了一种更简单低廉的方式,通过在路面基层和垫层之间布设不渗透性土工布防止雨水渗入到基层后继续下渗,并在透水砖面层下设置排水管道,让无法下渗的污染雨水通过排水管进入附近的雨水种植池。本发明将两种路面的排水结构很好结构在一起,通过将污染的雨水汇集一处共同处理,既避免了污水下渗,又节约了成本。Permeable pavement can effectively reduce pavement runoff and improve pavement water condition. Normally permeable pavement allows rainwater to infiltrate naturally. In order to prevent polluted rainwater from infiltrating and contaminating roadbed and groundwater sources, it is necessary to set up costly filtration and storage under the pavement structure. Water installations, etc. Compared with this, the present invention adopts a simpler and cheaper method, by arranging impermeable geotextiles between the pavement base layer and the cushion layer to prevent rainwater from penetrating into the base layer and continuing to infiltrate, and setting it under the permeable brick surface Drainage pipes that allow polluted stormwater that cannot infiltrate to pass into nearby stormwater planting ponds. In the invention, the drainage structures of the two road surfaces are well structured together, and the polluted rainwater is collected in one place for common treatment, which not only avoids the infiltration of sewage, but also saves costs.

考虑到本发明的街道排水结构中雨水种植池汇入的洪峰雨水量较大,本发明通过在雨水流入处设置玄武岩堰让雨水分级流入,相比一般方法既减缓了雨水下泻速度,保证了雨水有足够时间下渗,又形成了叠水景观,增强了街道的景观活力度。Considering that in the street drainage structure of the present invention, the amount of flood peak rainwater imported by the rainwater planting pool is relatively large, the present invention allows the rainwater to flow in in stages by setting basalt weirs at the inflow of rainwater. With enough time to infiltrate, the overlapping water landscape is formed, which enhances the landscape vitality of the street.

附图说明Description of drawings

图1是本发明的生态型街道排水结构平面图;Fig. 1 is the plan view of ecological street drainage structure of the present invention;

图2是本发明的生态型街道排水结构A-A剖面图。Fig. 2 is an A-A sectional view of the ecological street drainage structure of the present invention.

具体实施方式detailed description

如图所示,一种生态型街道排水结构,包括车行道1、路缘石2、雨水缓冲带3、雨水种植池4、人行道5、人行通道6和排水管道7;车行道1的路面材料采用密集配沥青混凝土,且路面横向坡度为2.5%;路缘石2设于车行道1两侧边,路缘石2在雨水种植池4处设有开口,且开口为圆角形,路缘石2宽高均为150mm;路缘石2与雨水种植池4之间设有雨水缓冲带3,雨水缓冲带3靠近路缘石2一侧与车行道1高度平齐,另一侧向下倾斜,倾斜坡度为20%;所述雨水种植池4入口处石阶41,所述石阶41由玄武岩堰铺设而成,可使雨水分级流入,形成叠水景观;人行道5与人行通道6高度平齐且均采用透水路面铺装51,透水路面铺装51下方铺设有垫层,人行道5与人行通道6路面的透水路面铺装51的碎石基层与垫层之间设有不渗透性土工布52;人行道5透水路面铺装51与不渗透性土工布52之间设有排水管道7,排水管道7与雨水种植池4连通;人行道5和人行通道6由于其需要快速消除路面积水和交通荷载量较少的特点,较车行道1抬高了200mm。As shown in the figure, an ecological street drainage structure includes a roadway 1, a curb 2, a rainwater buffer zone 3, a rainwater planting pond 4, a sidewalk 5, a pedestrian passage 6 and a drainage pipe 7; the road surface of the roadway 1 The material is densely mixed asphalt concrete, and the lateral slope of the road surface is 2.5%. The curb 2 is set on both sides of the roadway 1. The width and height are both 150mm; there is a rainwater buffer zone 3 between the curb 2 and the rainwater planting pond 4, and the side of the rainwater buffer zone 3 close to the curb 2 is at the same height as the roadway 1, and the other side is sloped downwards. The slope is 20%; the stone steps 41 at the entrance of the rainwater planting pool 4 are paved with basalt weirs, allowing rainwater to flow in in stages to form a landscape of overlapping water; All adopt permeable pavement pavement 51, and a cushion is laid below the permeable pavement pavement 51, and an impermeable geotextile 52 is arranged between the gravel base and the cushion layer of the permeable pavement pavement 51 on the pavement 51 of the sidewalk 5 and the pedestrian passageway 6; The sidewalk 5 is provided with a drainage pipe 7 between the permeable pavement 51 and the impermeable geotextile 52, and the drainage pipe 7 is connected with the rainwater planting pool 4; the sidewalk 5 and the pedestrian passage 6 need to quickly eliminate road surface water and traffic load Fewer features, 200mm higher than roadway 1.

如图2所示,人行道5与人行通道6采用的透水路面铺装结构层从上至下依次为60mm的透水砖面层、30mm缓冲层、150mm级配碎石基层,透水路面铺装51与不渗透性土工布52下方铺设有120mm灰土垫层。雨水种植池4从上至下依次为石阶41、树皮覆盖层42、植被及种植土层43、人工填料层44、砂层45和砾石层46,砾石层46内埋设有穿孔管47。树皮覆盖层42其平均厚度为60mm;植被及种植土层43为250mm,种植多年生草本植物;人工填料层44选用渗透性较强的人工材料,厚度为600mm;砂层45厚度为150mm;砾石层46由直径小于50mm的砾石组成,厚度为200mm,可埋设直径80mm的穿孔管47。具体雨水种植池的面积主要与其有效容量、处理的雨水径流量及其渗透性有关,是具体情况而定。As shown in Figure 2, the permeable pavement pavement structure layers used for sidewalk 5 and pedestrian passage 6 are 60mm permeable brick surface layer, 30mm buffer layer, 150mm graded gravel base layer, permeable pavement pavement 51 and A 120mm lime soil cushion is laid below the impermeable geotextile 52 . The rainwater planting pool 4 includes stone steps 41, bark covering layer 42, vegetation and planting soil layer 43, artificial filler layer 44, sand layer 45 and gravel layer 46 from top to bottom. Its average thickness of bark cover layer 42 is 60mm; Vegetation and planting soil layer 43 are 250mm, plant perennial herbs; Artificial filler layer 44 is selected the stronger artificial material of permeability, and thickness is 600mm; Sand layer 45 thickness is 150mm; Gravel The layer 46 is composed of gravels with a diameter less than 50 mm and a thickness of 200 mm, and a perforated pipe 47 with a diameter of 80 mm can be buried. The area of the specific rainwater planting pond is mainly related to its effective capacity, the treated rainwater runoff and its permeability, which is determined by the specific situation.

Claims (7)

1.一种生态型街道排水结构,包括车行道(1)、路缘石(2)、雨水种植池(4)、人行道(5)、人行通道(6)和排水管道(7);所述路缘石(2)设于车行道(1)侧边,路缘石(2)在雨水种植池(4)处设有开口;所述人行通道(6)设于雨水种植池(4)之间;所述排水管道(7)埋设于人行道(5)下方并与雨水种植池(4)连通;其特征在于:所述雨水种植池(4)上端入口处设有石阶(41);雨水种植池(4)从上至下依次为石阶(41)、树皮覆盖层(42)、植被及种植土层(43)、人工填料层(44)、砂层(45)和砾石层(46),砾石层(46)里埋有穿孔管(47)。1. An ecological street drainage structure, comprising a roadway (1), a curb (2), a rainwater plantation pond (4), a sidewalk (5), a pedestrian passage (6) and a drainage pipe (7); The curb (2) is arranged on the side of the roadway (1), and the curb (2) is provided with openings at the rainwater planting ponds (4); the pedestrian passage (6) is arranged between the rainwater planting ponds (4) The drainage pipe (7) is buried under the sidewalk (5) and communicated with the rainwater planting pool (4); it is characterized in that: a stone step (41) is provided at the entrance of the upper end of the rainwater planting pool (4); rainwater planting The pool (4) consists of stone steps (41), bark covering layer (42), vegetation and planting soil layer (43), artificial filler layer (44), sand layer (45) and gravel layer (46) from top to bottom. ), the perforated pipe (47) is buried in the gravel layer (46). 2.根据权利要求1所述的生态型街道排水结构,其特征在于:所述路缘石(2)与雨水种植池(4)之间还设有雨水缓冲带(3),所述雨水缓冲带(3)为不透水铺装。2. The ecological street drainage structure according to claim 1, characterized in that: a rainwater buffer zone (3) is also provided between the curb (2) and the rainwater planting pond (4), and the rainwater buffer zone (3) For impermeable pavement. 3.根据权利要求2所述的生态型街道排水结构,其特征在于:所述雨水缓冲带(3)靠近路缘石(2)一侧与车行道(1)平齐,靠近雨水种植池(4)一侧向下倾斜。3. The ecological street drainage structure according to claim 2, characterized in that: the rainwater buffer zone (3) is flush with the roadway (1) on the side near the curb (2), and is close to the rainwater planting pond ( 4) One side slopes down. 4.根据权利要求1所述的生态型街道排水结构,其特征在于:所述人行道(5)采用透水路面铺装(51),透水路面铺装(51)下方铺装有不渗透性土工布(52);所述排水管道(7)埋设于透水路面铺装(51)与不渗透性土工布(52)之间。4. The ecological street drainage structure according to claim 1, characterized in that: the sidewalk (5) adopts permeable pavement pavement (51), and an impermeable geotextile is paved below the permeable pavement pavement (51) (52); the drainage pipe (7) is buried between the permeable pavement pavement (51) and the impermeable geotextile (52). 5.根据权利要求1所述的生态型街道排水结构,其特征在于:所述人行通道(6)采用透水路面铺装(51),透水路面铺装(51)下方铺装有不渗透性土工布(52)。5. The ecological street drainage structure according to claim 1, characterized in that: the pedestrian passage (6) adopts permeable pavement pavement (51), and the pavement below the permeable pavement pavement (51) is paved with impermeable geotechnical Cloth (52). 6.根据权利要求4或5所述的生态型街道排水结构,其特征在于:所述人行道(5)和人行通道(6)高度平齐且较车行道(1)抬高,形成高度落差。6. The ecological street drainage structure according to claim 4 or 5, characterized in that: the sidewalk (5) and the pedestrian passage (6) are at the same height and are raised higher than the roadway (1), forming a height difference . 7.根据权利要求4或5所述的生态型街道排水结构,其特征在于:所述透水路面铺装(51)从上至下依次为透水砖面层、缓冲层、碎石基层。7. The ecological street drainage structure according to claim 4 or 5, characterized in that: the permeable pavement pavement (51) consists of a permeable brick surface layer, a buffer layer, and a gravel base layer in sequence from top to bottom.
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