CN109267445B - Sponge urban ecological road rainwater regulation and storage system - Google Patents

Sponge urban ecological road rainwater regulation and storage system Download PDF

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CN109267445B
CN109267445B CN201811177435.8A CN201811177435A CN109267445B CN 109267445 B CN109267445 B CN 109267445B CN 201811177435 A CN201811177435 A CN 201811177435A CN 109267445 B CN109267445 B CN 109267445B
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storage system
rainwater
isolation belt
concrete pavement
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CN109267445A (en
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孟依柯
汪传跃
王媛
杨欢欢
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Hohai University HHU
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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
    • E01C11/224Surface drainage of streets
    • E01C11/227Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
    • 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
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/045Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/10Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03BINSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
    • E03B3/00Methods or installations for obtaining or collecting drinking water or tap water
    • E03B3/02Methods or installations for obtaining or collecting drinking water or tap water from rain-water
    • 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
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/108Rainwater harvesting

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Abstract

本发明公开了一种海绵城市生态道路雨水调蓄系统,包括路面、综合管廊、人行道绿化隔离带下渗系统、非机动车道隔离带调蓄系统和中央隔离带调蓄系统;路面包括人行透水沥青路面、非机动车透水混凝土路面和机动车透水混凝土路面;综合管廊埋设于人行透水沥青路面的下方;人行道绿化隔离带下渗系统位于人行透水沥青路面与非机动车透水混凝土路面之间;所述的非机动车道隔离带调蓄系统位于非机动车透水混凝土路面和机动车透水混凝土路面之间;所述机动车透水混凝土路面的另一侧设有中央隔离带调蓄系统。本发明能够实现城市主干道快速排水,在暴雨天气有效吸收雨水,并进行储存利用,实现城市绿化的自动喷淋,补充地下水,缓解水资源短缺等突出问题。

Figure 201811177435

The invention discloses a rainwater regulation and storage system for a sponge city ecological road. Asphalt pavement, non-motor vehicle permeable concrete pavement and motor vehicle permeable concrete pavement; the comprehensive pipe gallery is buried under the pedestrian permeable asphalt pavement; the sidewalk green isolation belt infiltration system is located between the pedestrian permeable asphalt pavement and the non-motor vehicle permeable concrete pavement; The non-motor vehicle lane isolation belt regulation and storage system is located between the non-motor vehicle permeable concrete pavement and the motor vehicle permeable concrete pavement; the other side of the motor vehicle permeable concrete pavement is provided with a central isolation belt regulation and storage system. The invention can realize rapid drainage of urban main roads, effectively absorb rainwater in heavy rainy weather, store and utilize it, realize automatic spraying of urban greening, supplement groundwater, and alleviate outstanding problems such as water shortage.

Figure 201811177435

Description

一种海绵城市生态道路雨水调蓄系统A Sponge City Ecological Road Rainwater Storage System

技术领域technical field

本发明涉及一种雨水调蓄系统,尤其涉及一种海绵城市生态道路雨水调蓄系统。The invention relates to a rainwater regulation and storage system, in particular to a rainwater regulation and storage system for a sponge city ecological road.

背景技术Background technique

随着国民经济的发展和生态保护意识水平的不断提高,海绵城市设计与建设的呼声越来越高,实现雨水的收集和循环利用的要求不断提出。而在城市规划和建设中,城市道路占城市面积的大部分,因此,实现城市道路的雨水调蓄功能,对海绵城市实现蓄水、调水、净水有着重大的意义。With the development of the national economy and the continuous improvement of the awareness of ecological protection, the voice of sponge city design and construction is getting louder and louder, and the requirements for the collection and recycling of rainwater are constantly raised. In urban planning and construction, urban roads account for most of the urban area. Therefore, realizing the rainwater storage function of urban roads is of great significance to the realization of water storage, water transfer and water purification in sponge cities.

现阶段,我国大中小城市道路的设计通常采用由中间向两边排水的坡降形式,在机动车道两边、人行道路牙石下方按一定距离标准设置排水井,排水井通过下水道,和城市污水一起排入污水处理厂中。该种道路设计形式对瞬时的路面排水能力不足,因此在暴雨季节来临时,由于排水口数量较少、下渗管道直径不足、垃圾堆积淤塞排水口,故极易出现城市看海的现象。此外,城市道路的绿化空间不足,机动车道、非机动车道及人行道分隔空间不足,机动车道的污染易扩散到两边人行道上。同时,现阶段的道路设计不能够实现雨水的储存和调用,雨水落地后流入排水管道,直接排入城市污水系统。在枯水季节,绿化隔离带上的植物浇灌都需要进行人工喷淋,且采用城市自来水作为浇灌用水,难以实现调用储藏的雨水进行自动喷淋,造成了人力和水资源上的浪费。At this stage, the design of roads in large, medium and small cities in my country usually adopts a sloped form of drainage from the middle to both sides. Drainage wells are set up at a certain distance on both sides of the motor vehicle lane and under the tartar on the sidewalk. The drainage wells pass through the sewers and discharge together with urban sewage. in the sewage treatment plant. This type of road design is insufficient for the instantaneous road drainage capacity. Therefore, when the rainstorm season comes, due to the small number of drainage outlets, insufficient diameter of infiltration pipes, and garbage accumulation and silting up the drainage outlets, it is very easy to see the phenomenon of the city looking at the sea. In addition, the green space of urban roads is insufficient, and the separation space of motor vehicle lanes, non-motor vehicle lanes and sidewalks is insufficient, and the pollution of motor vehicle lanes is easy to spread to the sidewalks on both sides. At the same time, the current road design cannot realize the storage and transfer of rainwater. After the rainwater falls, it flows into the drainage pipeline and is directly discharged into the urban sewage system. In the dry season, the plants on the green isolation belt need to be artificially sprayed, and the city tap water is used as the water for irrigation. It is difficult to use the stored rainwater for automatic spraying, resulting in a waste of manpower and water resources.

发明内容SUMMARY OF THE INVENTION

发明目的:本发明目的是提供一种海绵城市生态道路雨水调蓄系统,该系统能够实现暴雨天气雨水快速下渗,避免雨水堆积滞留,并且能够在地下预埋管道进行雨水储存,旱时对周边隔离带绿化调用储存雨水进行自动喷淋。Purpose of the invention: The purpose of the present invention is to provide a rainwater storage system for ecological roads in a sponge city, which can realize rapid infiltration of rainwater in heavy rainy weather, avoid rainwater accumulation and retention, and can store rainwater in underground pre-buried pipes, so that the surrounding areas can be stored in dry conditions. The greening of the isolation belt calls the stored rainwater for automatic spraying.

技术方案:本发明包括路面、综合管廊、人行道绿化隔离带下渗系统、非机动车道隔离带调蓄系统和中央隔离带调蓄系统;所述的路面包括人行透水沥青路面、非机动车透水混凝土路面和机动车透水混凝土路面;所述的综合管廊埋设于人行透水沥青路面的下方;所述的人行道绿化隔离带下渗系统位于人行透水沥青路面与非机动车透水混凝土路面之间;所述的非机动车道隔离带调蓄系统位于非机动车透水混凝土路面和机动车透水混凝土路面之间;所述机动车透水混凝土路面的另一侧设有中央隔离带调蓄系统。Technical scheme: The present invention includes pavement, comprehensive pipe gallery, sidewalk greening isolation belt infiltration system, non-motor vehicle lane isolation belt regulation and storage system and central isolation belt regulation and storage system; the road surface includes pedestrian permeable asphalt pavement, non-motor vehicle permeable Concrete pavement and motor vehicle permeable concrete pavement; the comprehensive pipe gallery is buried under the pedestrian permeable asphalt pavement; the sidewalk green isolation belt infiltration system is located between the pedestrian permeable asphalt pavement and the non-motor vehicle permeable concrete pavement; all The said non-motor vehicle lane isolation belt regulation and storage system is located between the non-motor vehicle permeable concrete pavement and the motor vehicle permeable concrete pavement; the other side of the motor vehicle permeable concrete pavement is provided with a central isolation belt regulation and storage system.

所述的人行道绿化隔离带下渗系统为对称结构,其顶部的两侧分别设有路缘石,所述的路缘石之间连接有若干层第一过滤网,底部设有混凝土围挡;混凝土围挡之间连接有第一雨水篦子,底部设有土工布和格构支撑;格构支撑的底部设有第一储水槽,第一储水槽侧壁间隔设置有若干第一压力泵与喷淋系统。The infiltration system of the sidewalk greening isolation belt is a symmetrical structure, and curb stones are respectively arranged on both sides of the top, and several layers of first filter screens are connected between the curb stones, and a concrete enclosure is arranged at the bottom; A first rainwater grate is connected between the baffles, and the bottom is provided with a geotextile and a lattice support; the bottom of the lattice support is provided with a first water storage tank, and the side walls of the first water storage tank are provided with a number of first pressure pumps and spray systems at intervals .

所述的路缘石采用梯形结构,路缘石的上表面与人行透水沥青路面平齐。The curb stone adopts a trapezoidal structure, and the upper surface of the curb stone is flush with the pedestrian permeable asphalt pavement.

所述的非机动车道隔离带调蓄系统为对称结构,两侧分别设有第二储水槽,第二储水槽顶部设有第二雨水篦子,第二储水槽之间设有若干第二压力泵与喷淋系统。The said non-motor vehicle lane isolation belt regulation and storage system has a symmetrical structure, with second water storage tanks on both sides, a second rainwater grate on the top of the second water storage tank, and a number of second pressure pumps between the second water storage tanks. with sprinkler system.

所述第二储水槽的上表面分别与非机动车透水混凝土路面及机动车透水混凝土路面平齐。The upper surface of the second water storage tank is respectively flush with the non-motor vehicle permeable concrete road surface and the motor vehicle permeable concrete road surface.

所述的中央隔离带调蓄系统为对称结构,其两侧分别设有第三储水槽,中间设有下沉式绿地;第三储水槽的顶部连接有倾斜式的第二植物槽,侧壁设有若干第三压力泵与喷淋系统。The central isolation belt regulation and storage system is a symmetrical structure, with third water storage tanks on both sides, and a sunken green space in the middle; the top of the third water storage tank is connected with an inclined second plant tank, and the side walls are There are several third pressure pumps and spray systems.

所述下沉式绿地的上表面低于机动车透水混凝土路面。The upper surface of the sunken green space is lower than the motor vehicle permeable concrete pavement.

所述的路面采用由两侧向中间坡降的结构,坡降比为1%-3%,对积水进行导流,汇入下渗系统。The pavement adopts a structure of slope from both sides to the middle, the slope ratio is 1%-3%, and the accumulated water is diverted and merged into the infiltration system.

有益效果:本发明能够实现城市主干道快速排水,在暴雨天气有效吸收雨水,控制雨水径流路径,解决当前城市内涝灾害、雨水径流污染等多项问题;能够吸收大量降水,进行储存利用,并实现城市绿化的自动喷淋,补充地下水,缓解水资源短缺等突出问题;能够扩大和充分利用道路的绿地面积,实现人车分离,提升城市干道的安全性和舒适性。Beneficial effects: the present invention can realize rapid drainage of urban trunk roads, effectively absorb rainwater in rainy weather, control rainwater runoff paths, and solve many problems such as current urban waterlogging disasters and rainwater runoff pollution; it can absorb a large amount of precipitation, store and utilize it, and realize The automatic spraying of urban greening can supplement groundwater and alleviate outstanding problems such as water shortage; it can expand and fully utilize the green space of roads, realize the separation of people and vehicles, and improve the safety and comfort of urban arterial roads.

附图说明Description of drawings

图1为本发明的整体结构示意图;Fig. 1 is the overall structure schematic diagram of the present invention;

图2为本发明的人行道绿化隔离带下渗系统示意图;Fig. 2 is the schematic diagram of the infiltration system of the sidewalk greening isolation belt of the present invention;

图3为本发明的非机动车道隔离带调蓄系统示意图;Fig. 3 is the schematic diagram of the non-motor vehicle lane isolation belt regulation and storage system of the present invention;

图4为本发明的中央隔离带调蓄系统示意图。FIG. 4 is a schematic diagram of the central isolation belt regulation and storage system of the present invention.

具体实施方式Detailed ways

下面结合附图对本发明作进一步说明。The present invention will be further described below in conjunction with the accompanying drawings.

如图1至图4所示,本发明包括路面1、综合管廊2、人行道绿化隔离带下渗系统3、非机动车道隔离带调蓄系统4和中央隔离带调蓄系统5。路面1包括人行透水沥青路面11、非机动车透水混凝土路面和机动车透水混凝土路面12,路面1用于雨水的快速下渗,导入土层,通过土体的渗流进入相应的储水槽中。路面1是整个系统运行的基础,根据承载力和耐久性要求,人行步道上采用人行透水沥青路面11,非机动车及机动车道上采用透水混凝土路面。路面1要求做成由两侧向道路中间坡降的结构,坡降比控制在1%-3%,对积水进行导流,汇入下渗系统。综合管廊2埋设于人行透水沥青路面11的下方;人行道绿化隔离带下渗系统3位于人行透水沥青路面11与非机动车透水混凝土路面之间;非机动车道隔离带调蓄系统4位于非机动车透水混凝土路面和机动车透水混凝土路面12之间;机动车透水混凝土路面12的另一侧设有中央隔离带调蓄系统5。As shown in FIGS. 1 to 4 , the present invention includes a road surface 1 , a comprehensive pipe gallery 2 , a sidewalk greening isolation belt infiltration system 3 , a non-motor vehicle lane isolation belt regulation and storage system 4 and a central insulation belt regulation and storage system 5 . Pavement 1 includes pedestrian permeable asphalt pavement 11 , non-motor vehicle permeable concrete pavement and motor vehicle permeable concrete pavement 12 . Pavement 1 is the basis for the operation of the entire system. According to the requirements of bearing capacity and durability, pedestrian permeable asphalt pavement 11 is used on pedestrian paths, and permeable concrete pavement is used on non-motor vehicle and motor vehicle lanes. Pavement 1 is required to be made into a structure that slopes from both sides to the middle of the road, and the gradient ratio is controlled at 1%-3%, and the accumulated water is diverted and merged into the infiltration system. The comprehensive pipe gallery 2 is buried under the pedestrian permeable asphalt pavement 11; the sidewalk green isolation belt infiltration system 3 is located between the pedestrian permeable asphalt pavement 11 and the non-motor vehicle permeable concrete pavement; Between the motor vehicle permeable concrete pavement and the motor vehicle permeable concrete pavement 12 ; the other side of the motor vehicle permeable concrete pavement 12 is provided with a central isolation belt regulating and storage system 5 .

综合管廊2埋置在人行透水沥青路面11下方,其形状为直角梯形,顶部有一定坡度,方便通过人行透水沥青路面11下渗的雨水导流进入人行道绿化隔离带下渗系统3。The integrated pipe gallery 2 is embedded under the pedestrian permeable asphalt pavement 11, and its shape is a right-angled trapezoid with a certain slope at the top, which is convenient for the diversion of rainwater infiltrating through the pedestrian permeable asphalt pavement 11 into the infiltration system 3 of the sidewalk green isolation belt.

人行道绿化隔离带下渗系统3能够对人行路面坡降上流入的雨水和隔离带上收集的雨水以及地下入渗的雨水进行管控,采用对称结构设计,包括路缘石31、第一过滤网32、第一雨水篦子33、混凝土围挡34、第一植物槽35、土工布36、格构支撑37、第一储水槽38、第一压力泵与喷淋系统39。路缘石31顶部可设置栏杆扶手,将人行道和非机动车道进行竖向空间隔离。路缘石31选用直角梯形结构的预制混凝土块,顶端高程与人行透水沥青路面11相平,其斜边预留两道缺口,并在缺口上下间隔设置两个套环。第一过滤网32用于过滤流入雨水混杂的树叶及杂物,第一过滤网32采用316L不锈钢冲孔网,设置上下两层。第一过滤网32的边缘插入路缘石31预留的缺口中,采用T字形销钉插入套环中,对第一过滤网32进行固定。The sidewalk greening isolation belt infiltration system 3 can manage and control the inflowing rainwater on the slope of the pedestrian pavement, the rainwater collected on the isolation belt, and the rainwater infiltrating underground. The first rainwater grate 33 , the concrete enclosure 34 , the first plant groove 35 , the geotextile 36 , the lattice support 37 , the first water storage tank 38 , the first pressure pump and the spray system 39 . The top of the curb stone 31 can be provided with a handrail to vertically isolate the sidewalk and the non-motorized vehicle lane. The curb 31 is a precast concrete block with a right-angled trapezoid structure, the top elevation is the same as that of the pedestrian permeable asphalt pavement 11, two gaps are reserved on the hypotenuse, and two collars are set at intervals up and down the gap. The first filter screen 32 is used for filtering leaves and sundries mixed with inflowing rainwater. The first filter screen 32 is made of 316L stainless steel perforated screen, and is provided with upper and lower layers. The edge of the first filter screen 32 is inserted into the notch reserved by the curb stone 31 , and a T-shaped pin is inserted into the collar to fix the first filter screen 32 .

人行道绿化隔离带下渗系统3需对道路进行向下开挖,开挖后采用混凝土围挡34进行支护。混凝土围挡34之间设置第一雨水篦子33,对经过第一过滤网32的雨水进行导流,并进入第一储水槽38中。为对周边土体吸纳的雨水进行疏导和吸收,混凝土围挡34下方设置土工布36和格构支撑37,土工布36采用400g土工布,并按照编织方向交叉叠放两层,置于格构支撑37外侧。为加速雨水入渗速度,土工布36和格构支撑37倾斜放置,利用土体自重压力,方便雨水流入。格构支撑37下方为第一储水槽38,用于存储雨水。按照城市绿化要求,在整个系统外侧间隔设置第一植物槽35,其大小按照林木的生长要求而定。第一植物槽35的底部设有第一压力泵与喷淋系统39,第一压力泵与喷淋系统39与第一储水槽38相通,在第一储水槽38的侧边开设有矩形孔,并在矩形孔处设置过滤丝网,进行过滤,设置第一压力泵与喷淋系统39和相应净化设备与管道,通过计时器或者远程操纵设置,可以调用储水槽中的雨水进行喷灌或者消防。The infiltration system 3 of the sidewalk green isolation belt needs to excavate the road downward, and the concrete enclosure 34 is used for support after excavation. A first rainwater grate 33 is arranged between the concrete enclosures 34 to guide the rainwater passing through the first filter screen 32 and enter the first water storage tank 38 . In order to divert and absorb the rainwater absorbed by the surrounding soil, a geotextile 36 and a lattice support 37 are arranged below the concrete enclosure 34. The geotextile 36 is made of 400g geotextile, and two layers are cross-stacked according to the weaving direction and placed in the lattice. Support 37 outside. In order to accelerate the infiltration rate of rainwater, the geotextile 36 and the lattice support 37 are placed obliquely, and the self-weight pressure of the soil is used to facilitate the inflow of rainwater. Below the lattice support 37 is a first water storage tank 38 for storing rainwater. According to the requirements of urban greening, first plant troughs 35 are arranged at intervals outside the entire system, and the size thereof is determined according to the growth requirements of forest trees. The bottom of the first plant tank 35 is provided with a first pressure pump and a spray system 39, the first pressure pump and the spray system 39 communicate with the first water storage tank 38, and a rectangular hole is opened on the side of the first water storage tank 38, A filter screen is set at the rectangular hole for filtering, the first pressure pump and spray system 39 and corresponding purification equipment and pipelines are set up, and the rainwater in the water storage tank can be called for spray irrigation or fire fighting through timer or remote control settings.

非机动车道隔离带调蓄系统4主要针对非机动车道坡降进入的雨水进行调蓄储存,并利用上覆植被和绿化对非机动车道和机动车道机进行隔离。非机动车道隔离带调蓄系统4采用对称结构,包括第二雨水篦子41、第二储水槽42、第二过滤网43、第二压力泵与喷淋系统44。通过预先开挖,设置两侧的第二储水槽42,第二储水槽42顶部设置第二雨水篦子41,视绿化带植物品种设置不同针织密度的过滤丝网覆盖在第二雨水篦子41上。根据绿化间隔要求设置第二压力泵与喷淋系统44,在第二储水槽42内侧开口,砌筑围挡与绿化带底部的通长储水槽连接,上方开口覆盖第二过滤网43,对进入的雨水进行再次过滤。第二压力泵与喷淋系统44设置在通长储水槽之间,通过计时器或者远程操纵设置,可以调用储水槽中的雨水进行喷灌或者消防。The non-motor vehicle lane isolation belt regulation and storage system 4 mainly adjusts and stores the rainwater entering the non-motor vehicle lane slope, and uses the overlying vegetation and greenery to isolate the non-motor vehicle lane and the motor vehicle lane. The non-motor vehicle lane isolation belt regulation and storage system 4 adopts a symmetrical structure, including a second rainwater grate 41 , a second water storage tank 42 , a second filter screen 43 , a second pressure pump and a spray system 44 . Through pre-excavation, the second water storage tanks 42 on both sides are provided, the top of the second water storage tank 42 is provided with a second rainwater grate 41, and filter meshes with different knitting densities are arranged to cover the second rainwater grate 41 depending on the plant species of the green belt. A second pressure pump and a spray system 44 are arranged according to the requirements of the greening interval. The inner side of the second water storage tank 42 is opened. The masonry enclosure is connected to the long water storage tank at the bottom of the green belt. The upper opening covers the second filter screen 43. rainwater is filtered again. The second pressure pump and the sprinkler system 44 are arranged between the full-length water storage tank, and the rainwater in the water storage tank can be called for sprinkler irrigation or fire fighting through a timer or remote control setting.

中央隔离带调蓄系统5是整个系统最大的调蓄结构,采用对称结构,包括步道栈桥51、下沉式绿地52、第三雨水篦子53、第二植物槽54、第三储水槽55、第三压力泵与喷淋系统56。利用下沉式绿地52和第三储水槽55对雨水进行储蓄调控。中央隔离带两侧开挖后设置第三储水槽55,中间保留的土地进行平整和绿化,其顶端标高要低于机动车道的路面标高0.5m左右,形成下沉式绿地52,绿地上方设置行人通过的步道栈桥51。第三储水槽55上方设置斜向的第二植物槽54,第二植物槽54内侧为土工布,外侧为格构支撑,第二植物槽54土体中的多余水分可以直接下渗进入下方的第三储水槽55。第三储水槽55和下沉式绿地52之间设有第三雨水篦子53,第三雨水篦子53上布设有过滤丝网,对流入的雨水进行过滤。根据喷淋系统的能力范围,按一定间距布置第三压力泵和喷淋系统56,对第二植物槽54和下沉式绿地52中的植被进行喷淋。The central isolation belt regulation and storage system 5 is the largest regulation and storage structure in the whole system. It adopts a symmetrical structure, including a walkway trestle 51, a sunken green space 52, a third rainwater grate 53, a second plant tank 54, a third water storage tank 55, a third Three pressure pump and spray system 56 . The sunken green space 52 and the third water storage tank 55 are used to store and regulate rainwater. After excavation on both sides of the central isolation belt, a third water storage tank 55 is set up, and the land reserved in the middle is leveled and greened, and the top elevation is about 0.5m lower than the road surface elevation of the motor vehicle lane, forming a sunken green space 52, and pedestrians are arranged above the green space. Passed trail trestle 51. An oblique second plant tank 54 is arranged above the third water storage tank 55. The inner side of the second plant tank 54 is a geotextile, and the outside is a lattice support. The excess water in the soil of the second plant tank 54 can directly infiltrate into the lower The third water storage tank 55 . A third rainwater grate 53 is arranged between the third water storage tank 55 and the sunken green space 52 , and a filter wire mesh is arranged on the third rainwater grate 53 to filter the inflowing rainwater. According to the capability range of the spraying system, the third pressure pump and the spraying system 56 are arranged at certain intervals to spray the vegetation in the second plant tank 54 and the sunken green space 52 .

具体实施中,围挡及其他结构物的混凝土强度都视项目现场的工程条件而定,结构部件在连接处可采用混凝土现浇的形式进行连接,储水槽的大小、深度以及中央隔离带的宽度都视所在城市的最大降雨量而定,在绿化带上所种植的草皮、灌木、林木品种都视当地的生态条件而定。In the specific implementation, the concrete strength of enclosures and other structures depends on the engineering conditions of the project site. Structural components can be connected in the form of cast-in-place concrete at the joints. The size and depth of the water storage tank and the width of the central isolation belt It all depends on the maximum rainfall in the city where you are located, and the varieties of turf, shrubs and trees planted on the green belt all depend on the local ecological conditions.

具体实施步骤为:The specific implementation steps are:

1、削整土地,预先将整条道路做成由两边向中间坡降的结构,坡降比控制在1%-3%。调蓄系统的埋设方式也是由两边向中间进行布设。最先开挖两侧的综合管廊2和人行道绿化隔离带下渗系统3,将预制好的综合管廊管道放入开挖的通道中,覆土压实;放置第一储水槽38,按照绿化要求在第一储水槽38上方设置第一植物槽35,根据第一植物槽35的位置放置第一压力泵和喷淋系统39,然后拼搭土工布36和格构支撑37,为增强其抗压能力,可在适当位置为格构支撑37设置横向连接支撑。放置混凝土围挡34和第一雨水篦子33,同时可进行人行透水沥青路面11的施工,路面施工完毕后放置梯形路缘石31,确保路缘石31的顶端与人行透水沥青路面11平齐,最后插入第一过滤网32并固定。1. The land is trimmed, and the entire road is made into a structure with slopes from both sides to the middle in advance, and the slope ratio is controlled at 1%-3%. The burying method of the regulation and storage system is also arranged from both sides to the middle. First, excavate the integrated pipe gallery 2 on both sides and the infiltration system 3 of the sidewalk greening isolation belt, put the prefabricated integrated pipe gallery pipeline into the excavated channel, cover with soil and compact it; place the first water storage tank 38, according to the greening It is required to set the first plant tank 35 above the first water storage tank 38, place the first pressure pump and the spray system 39 according to the position of the first plant tank 35, and then build the geotextile 36 and the lattice support 37, in order to enhance its resistance In order to increase the pressure capacity, the lattice supports 37 can be provided with transverse connection supports at appropriate positions. Place the concrete enclosure 34 and the first rain grate 33, and at the same time, the construction of the pedestrian permeable asphalt pavement 11 can be carried out. After the pavement construction is completed, place the trapezoidal curb 31 to ensure that the top of the curb 31 is flush with the pedestrian permeable asphalt pavement 11, and finally insert The first filter screen 32 is fixed.

2、开挖非机动车道隔离带调蓄系统4,放置第二储水槽42,第二储水槽42可分节在工厂预制好,中间的储水条和上方的植物槽都与第二储水槽42整浇在一起。第二储水槽42预留好第二过滤网43所在过滤口的位置,根据植物槽中的植物布置,设置第二压力泵与喷淋系统44,最后覆盖上第二雨水篦子41。非机动车道隔离带调蓄系统4施工完成后,可进行非机动车道透水混凝土路面13施工,确保其路面高程与第二雨水篦子41相齐平。2. Excavate the non-motor vehicle lane isolation belt regulation and storage system 4, and place the second water storage tank 42. The second water storage tank 42 can be prefabricated in the factory in sections. 42 poured together. The second water storage tank 42 reserves the position of the filter port where the second filter screen 43 is located. According to the arrangement of plants in the plant tank, a second pressure pump and a spray system 44 are installed, and finally the second rainwater grate 41 is covered. After the construction of the non-motor vehicle lane isolation belt regulation and storage system 4 is completed, the non-motor vehicle lane permeable concrete pavement 13 can be constructed to ensure that the road surface elevation is flush with the second rainwater grate 41 .

3、开挖中央隔离带调蓄系统5,放置两边的第三储水槽55,中间绿地部分进行削整形成下沉式绿地52,与机动车道顶端高度保持0.5-0.8m的高差,第三储水槽55可提前分节预制好,与上方的第二植物槽54整浇在一起,可视具体承载力要求设置竖向支撑。第三压力泵及喷淋系统56视植物喷灌要求确定具体位置放置。在中间下沉式绿地52的上方设置步道栈桥51。3. Excavate the central isolation belt regulation and storage system 5, place the third water storage tanks 55 on both sides, and trim the middle green space to form a sunken green space 52, maintaining a height difference of 0.5-0.8m with the height of the top of the motorway. The water storage tank 55 can be prefabricated in sections in advance and poured together with the second plant tank 54 above, and vertical supports can be provided according to specific bearing capacity requirements. The third pressure pump and sprinkler system 56 are placed at specific locations according to plant sprinkling requirements. A walkway trestle 51 is set above the middle sunken green space 52 .

在实际暴雨天气来临时,雨水可以通过沥青和混凝土透水路面迅速下渗到道路下方的土体中。滞留的雨水遵循道路坡降可以汇入各个调蓄系统中,经过各个系统的过滤丝网和雨水篦子的过滤,可以得到城市灌溉消防用水,并储存到相应的储水槽中。当中间下沉式绿地两边的储水槽储满时,可以对下沉式绿地进行漫盖,此时步道栈桥暂时封闭。当整个调蓄系统超出储存能力时,通过联通城市管道可向湖泊、河道泄洪。当城市绿化需要灌溉时,通过远程控制终端可以对沿路绿化进行喷灌。When the actual rainstorm weather comes, the rainwater can quickly seep into the soil under the road through the asphalt and concrete permeable pavement. The retained rainwater can be fed into various storage systems following the slope of the road. After filtering by the filter screens and rainwater grate of each system, the urban irrigation and fire fighting water can be obtained and stored in the corresponding water storage tanks. When the water storage tanks on both sides of the middle sunken green space are full, the sunken green space can be covered, and the trail trestle bridge is temporarily closed. When the entire regulation and storage system exceeds the storage capacity, floods can be released to lakes and rivers through connecting urban pipelines. When the urban greening needs to be irrigated, the greening along the road can be sprinkled through the remote control terminal.

Claims (7)

1.一种海绵城市生态道路雨水调蓄系统,其特征在于,包括路面(1)、综合管廊(2)、人行道绿化隔离带下渗系统(3)、非机动车道隔离带调蓄系统(4)和中央隔离带调蓄系统(5);所述的路面(1)包括人行透水沥青路面(11)、非机动车透水混凝土路面和机动车透水混凝土路面(12);所述的综合管廊(2)埋设于人行透水沥青路面(11)的下方;所述的人行道绿化隔离带下渗系统(3)位于人行透水沥青路面(11)与非机动车透水混凝土路面之间;所述的非机动车道隔离带调蓄系统(4)位于非机动车透水混凝土路面和机动车透水混凝土路面(12)之间;所述机动车透水混凝土路面(12)的另一侧设有中央隔离带调蓄系统(5),所述的人行道绿化隔离带下渗系统(3)为对称结构,其顶部的两侧分别设有路缘石(31),所述的路缘石(31)之间连接有若干层第一过滤网(32),底部设有混凝土围挡(34);混凝土围挡(34)之间连接有第一雨水篦子(33),底部设有土工布(36)和格构支撑(37);格构支撑(37)的底部设有第一储水槽(38),第一储水槽(38)的侧壁间隔设置有若干第一压力泵与喷淋系统(39)。1. A sponge city ecological road rainwater storage system is characterized in that, comprising road surface (1), comprehensive pipe gallery (2), sidewalk greening isolation belt infiltration system (3), non-motor vehicle lane isolation belt adjustment and storage system ( 4) and a central isolation belt regulation and storage system (5); the road surface (1) includes a pedestrian permeable asphalt pavement (11), a non-motor vehicle permeable concrete pavement and a motor vehicle permeable concrete pavement (12); the comprehensive pipe The corridor (2) is buried under the pedestrian permeable asphalt pavement (11); the said sidewalk greening isolation belt infiltration system (3) is located between the pedestrian permeable asphalt pavement (11) and the non-motor vehicle permeable concrete pavement; the said The non-motor vehicle lane isolation belt regulation and storage system (4) is located between the non-motor vehicle permeable concrete pavement and the motor vehicle permeable concrete pavement (12); the other side of the motor vehicle permeable concrete pavement (12) is provided with a central isolation belt adjustment The storage system (5), the infiltration system (3) of the sidewalk greening isolation belt is a symmetrical structure, and curb stones (31) are respectively provided on both sides of the top, and several curb stones (31) are connected between them. The first filter screen (32) of the layer is provided with a concrete enclosure (34) at the bottom; a first rainwater grate (33) is connected between the concrete enclosures (34), and the bottom is provided with a geotextile (36) and a lattice support ( 37); the bottom of the lattice support (37) is provided with a first water storage tank (38), and the side walls of the first water storage tank (38) are provided with a number of first pressure pumps and spray systems (39) at intervals. 2.根据权利要求1所述的一种海绵城市生态道路雨水调蓄系统,其特征在于,所述的路缘石(31)采用梯形结构,路缘石(31)的上表面与人行透水沥青路面(11)平齐。2. The rainwater storage system for a sponge city ecological road according to claim 1, wherein the curb stone (31) adopts a trapezoidal structure, and the upper surface of the curb stone (31) is in contact with the pedestrian permeable asphalt pavement ( 11) Flush. 3.根据权利要求1所述的一种海绵城市生态道路雨水调蓄系统,其特征在于,所述的非机动车道隔离带调蓄系统(4)为对称结构,两侧分别设有第二储水槽(42),第二储水槽(42)顶部设有第二雨水篦子(41),第二储水槽(42)之间设有若干第二压力泵与喷淋系统(44)。3. The rainwater regulation and storage system for a sponge city ecological road according to claim 1, wherein the non-motor vehicle lane isolation belt regulation and storage system (4) is a symmetrical structure, and the two sides are respectively provided with a second storage system. A water tank (42), a second rainwater grate (41) is arranged on the top of the second water storage tank (42), and a plurality of second pressure pumps and a spray system (44) are arranged between the second water storage tanks (42). 4.根据权利要求3所述的一种海绵城市生态道路雨水调蓄系统,其特征在于,所述第二储水槽(42)的上表面分别与非机动车透水混凝土路面及机动车透水混凝土路面(12)平齐。4. The rainwater storage system for a sponge city ecological road according to claim 3, wherein the upper surface of the second water storage tank (42) is respectively connected with the non-motor vehicle permeable concrete pavement and the motor vehicle permeable concrete pavement (12) FLUSH. 5.根据权利要求1所述的一种海绵城市生态道路雨水调蓄系统,其特征在于,所述的中央隔离带调蓄系统(5)为对称结构,其两侧分别设有第三储水槽(55),中间设有下沉式绿地(52);第三储水槽(55)的顶部连接有倾斜式的第二植物槽(54),侧壁设有若干第三压力泵与喷淋系统(56)。5. The rainwater regulation and storage system for a sponge city ecological road according to claim 1, wherein the central isolation belt regulation and storage system (5) is a symmetrical structure, and a third water storage tank is respectively provided on both sides thereof. (55), a sunken green space (52) is arranged in the middle; the top of the third water storage tank (55) is connected with an inclined second plant tank (54), and the side walls are provided with a number of third pressure pumps and spray systems (56). 6.根据权利要求5所述的一种海绵城市生态道路雨水调蓄系统,其特征在于,所述下沉式绿地(52)的上表面低于机动车透水混凝土路面(12)。6 . The rainwater storage system for a sponge city ecological road according to claim 5 , wherein the upper surface of the sunken green space ( 52 ) is lower than the motor vehicle permeable concrete pavement ( 12 ). 7 . 7.根据权利要求1所述的一种海绵城市生态道路雨水调蓄系统,其特征在于,所述的路面(1)采用由两侧向中间坡降的结构,坡降比为1%-3%。7. The rainwater storage system for a sponge city ecological road according to claim 1, wherein the road surface (1) adopts a structure that slopes down from both sides to the middle, and the gradient ratio is 1%-3 %.
CN201811177435.8A 2018-10-10 2018-10-10 Sponge urban ecological road rainwater regulation and storage system Expired - Fee Related CN109267445B (en)

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Publication number Priority date Publication date Assignee Title
CN109944312B (en) * 2019-03-06 2020-07-31 南京工业大学 Floating decanting type ecological rainwater storage tank for sponge city construction
CN110344441A (en) * 2019-07-12 2019-10-18 中国建筑一局(集团)有限公司 Sponge urban road designed with comprehensive pipe gallery and road construction method
CN111424705A (en) * 2020-03-30 2020-07-17 中国一冶集团有限公司 Utility tunnel and sponge city system
CN113906855B (en) * 2020-07-09 2025-01-24 深圳市地球家园生态实业有限公司 Road ecosystem
CN111926735B (en) * 2020-07-29 2021-05-07 深圳市八骏环境景观有限公司 Road greening isolation belt for sponge city and construction method thereof
CN115506402B (en) * 2022-09-23 2024-07-16 上海电器科学研究所(集团)有限公司 Emergent flood prevention system of underground pipe gallery

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104988825A (en) * 2015-07-09 2015-10-21 东南大学 Ecological road engineering system
CN206256332U (en) * 2016-06-30 2017-06-16 蒋春 A kind of road surface for exempting from the hollow drain cap of curb band
CN207362631U (en) * 2017-10-27 2018-05-15 江苏金腾园林建设有限公司 A kind of road rain water recovery system of sponge urban construction

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104988825A (en) * 2015-07-09 2015-10-21 东南大学 Ecological road engineering system
CN206256332U (en) * 2016-06-30 2017-06-16 蒋春 A kind of road surface for exempting from the hollow drain cap of curb band
CN207362631U (en) * 2017-10-27 2018-05-15 江苏金腾园林建设有限公司 A kind of road rain water recovery system of sponge urban construction

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