CN107354842A - A kind of park ecological permeable and the road for conserving vegetation - Google Patents
A kind of park ecological permeable and the road for conserving vegetation Download PDFInfo
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Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
- E01C11/225—Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
- E01C11/226—Coherent pavings
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C15/00—Pavings specially adapted for footpaths, sidewalks or cycle tracks
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C2201/00—Paving elements
- E01C2201/20—Drainage details
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C2201/00—Paving elements
- E01C2201/20—Drainage details
- E01C2201/202—Horizontal drainage channels
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- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
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- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/40—Protecting water resources
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
一种公园生态透水及涵养植被的道路,包括人行道路面层、人行道雨水收集临时储藏层、透水混凝土基层、水盐重金属离子吸附层、锥型集水层、集水层垫层和砾石粗砂层;人行道路面层下方设有人行道雨水收集临时储藏层,人行道雨水收集临时储藏层通过透水混凝土填充层相互连接;透水混凝土基层的上方设有人行道路面找平层,透水混凝土基层的下方设有渗水过滤层;渗水过滤层的下方设有水盐重金属离子吸附层;水盐重金属离子吸附层的下方设有锥型集水层,锥型集水层与集水层垫层相接。本发明的有益效果为:构造简单、受力性能好、加工简便,承载力强,质量稳定,该道路结构能够回收雨水并加速雨水下渗、排放,同时收集的雨水能够为土壤植被层所吸收。
An ecological water-permeable and vegetation-conserving road in a park, including a sidewalk surface layer, a sidewalk rainwater collection temporary storage layer, a permeable concrete base layer, a water-salt heavy metal ion adsorption layer, a conical catchment layer, a catchment layer cushion and a gravel coarse sand layer There is a sidewalk rainwater collection temporary storage layer under the sidewalk surface, and the sidewalk rainwater collection temporary storage layer is connected to each other through a permeable concrete filling layer; a sidewalk surface leveling layer is set above the permeable concrete base, and a seepage filter layer is set below the permeable concrete base A water-salt heavy metal ion adsorption layer is provided below the water seepage filter layer; a cone-shaped water collection layer is provided below the water-salt heavy metal ion adsorption layer, and the cone-shaped water collection layer is connected to the water collection layer cushion. The beneficial effects of the invention are: simple structure, good mechanical performance, easy processing, strong bearing capacity, stable quality, the road structure can recycle rainwater and accelerate rainwater infiltration and discharge, and the collected rainwater can be absorbed by the soil vegetation layer .
Description
技术领域technical field
本发明涉及一种公园生态透水及涵养植被的道路,属于集水、排水技术控制领域。The invention relates to an ecological water-permeable and vegetation-conserving road in a park, which belongs to the technical control field of water collection and drainage.
背景技术Background technique
海绵城市,是新一代城市雨洪管理概念,是指城市在适应环境变化和应对雨水带来的自然灾害等方面具有良好的“弹性”,也可称之为“水弹性城市”。国际通用术语为“低影响开发雨水系统构建”。下雨时吸水、蓄水、渗水、净水,需要时将蓄存的水“释放”并加以利用。Sponge city is a new generation of urban stormwater management concept. It refers to the city's good "elasticity" in adapting to environmental changes and responding to natural disasters caused by rainwater. It can also be called "water elastic city". The international general term is "low-impact development stormwater system construction". When it rains, it absorbs, stores, infiltrates, and purifies water, and "releases" the stored water for use when needed.
渗透性路面作为“生态排水”的一个重要方法,已经成为道路排水设计的一个重要组成部分。透水路面适用于人行道、停车场、公园、轻量级车道以及各种体育场道路,以往透水路面工程并无统一标准,且路面透水、透气性不高,其中透水砼表面粗糙,承载能力低;透水砖靠毛细孔透水,时间长久易堵塞,用水泥砂或细石砼铺设不透水,承载力也较差,造价高;还有一些透水水泥路面采用预埋管架的方法,即先将塑料管架模具放入垫层上,灌入混凝土,待混凝土干燥后,管架模具设置的多个通孔则成为排水孔,采用这样的方法成本造价较高,施工时间长,而且由于装饰面层为不透水铺装材料,如果与管架法透水混凝土路面相结合,则无法起到透水效果,环保与美观无法兼顾。As an important method of "ecological drainage", permeable pavement has become an important part of road drainage design. Permeable pavement is suitable for sidewalks, parking lots, parks, lightweight lanes and various stadium roads. In the past, there was no uniform standard for permeable pavement engineering, and the pavement was not permeable and air-permeable. Among them, the surface of permeable concrete was rough and the bearing capacity was low; Bricks rely on capillary pores to permeate water, which is easy to be blocked for a long time. If cement sand or fine stone concrete is used to lay water impermeable, the bearing capacity is also poor and the cost is high; there are also some permeable cement pavements that use the method of pre-embedded pipe racks, that is, plastic pipe racks first Place the mold on the cushion and pour concrete into it. After the concrete dries, the multiple through holes set in the pipe frame mold will become drainage holes. This method is costly and takes a long time to construct, and because the decorative surface layer is not If the permeable pavement material is combined with the permeable concrete pavement of the pipe frame method, it will not be able to achieve a permeable effect, and environmental protection and aesthetics cannot be balanced.
目前,公园道路路面的铺设,一般采用浇筑足量的混凝土形成混凝土层的方式。这种方式一方面由于混凝土不具有透水性,路面水分无法渗入下方土壤中,引发了土壤中的水分不足、缺氧、地温升高等问题,因而直接影响了公园植被的健康,进一步加剧了公园的干旱、缺水等问题,有时只能通过设置在路边的井盖排入市政管网,因此路面容易产生大量积水,给车辆和行人通行带来不利影响;当降雨强度大时,更易发生水淹甚至水灾。另一方面由于雨水长期无法渗入地下土壤中,造成地下水位下降,土壤中水分不足。同时,不透水路面也切断了土壤中水分与大气中所含水分的自然交换循环,容易产生“热岛效应”,使城市内部温度过高,导致气候恶化。At present, the pavement of park roads generally adopts the method of pouring a sufficient amount of concrete to form a concrete layer. On the one hand, because the concrete is not permeable, the water on the pavement cannot seep into the soil below, which causes problems such as insufficient water in the soil, lack of oxygen, and rising ground temperature. Problems such as drought and water shortage, sometimes can only be discharged into the municipal pipe network through the manhole cover set on the roadside, so a large amount of water is likely to be accumulated on the road surface, which will bring adverse effects on the traffic of vehicles and pedestrians; when the rainfall intensity is heavy, it is more likely to occur Flooding or even flooding. On the other hand, due to the long-term inability of rainwater to infiltrate into the underground soil, the groundwater level will drop and the water in the soil will be insufficient. At the same time, the impermeable pavement also cuts off the natural exchange cycle between the moisture in the soil and the moisture contained in the atmosphere, which is prone to produce the "heat island effect", which will make the internal temperature of the city too high and lead to climate deterioration.
发明内容Contents of the invention
为了解决目前路面产生积水、对雨水净化积存调蓄、涵养植被等问题,本发明提供一种公园生态透水及涵养植被的道路,能够在大雨到来之时,有效地克服了现有城市排水管网系统不能解决雨水径流造成的水系污染和暴雨径流造成的内涝等问题;实现集雨、截污、净水以及削峰调蓄、涵养植被的自动控制。In order to solve the current problems of water accumulation on the road surface, rainwater purification and storage, and vegetation conservation, the present invention provides an ecological water permeable and vegetation conservation road in parks, which can effectively overcome the problems of existing urban drainage pipes when heavy rain comes. The network system cannot solve the problems of water system pollution caused by rainwater runoff and waterlogging caused by storm runoff; it can realize automatic control of rain collection, sewage interception, water purification, peak shaving and storage, and vegetation conservation.
本发明采用的技术方案如下:The technical scheme that the present invention adopts is as follows:
一种公园生态透水及涵养植被的道路,包括人行道路面层(1)、人行道雨水收集临时储藏层(3)、透水混凝土基层(5)、水盐重金属离子吸附层(7)、锥型集水层(8)、集水层垫层(9)和砾石粗砂层(13);所述的人行道路面层(1)下方设有人行道雨水收集临时储藏层(3),人行道雨水收集临时储藏层(3)通过透水混凝土填充层(2)相互连接;所述的透水混凝土基层(5)的上方设有人行道路面找平层(4),透水混凝土基层(5)的下方设有渗水过滤层(6);渗水过滤层(6)的下方设有水盐重金属离子吸附层(7);水盐重金属离子吸附层(7) 的下方设有锥型集水层(8),锥型集水层(8) 与集水层垫层(9)相接,相接处设置防水布(20),集水层垫层(9)下方设有砾石粗砂层(13);锥型集水层(8)中设有连向城市管道的纵向排水管(10)和联通道路两侧调蓄储水池(14) 的横向集水管(11),调蓄储水池(14)内的雨水可供种植土层(17)吸收以及涵养绿化带(19)。An ecological water-permeable and vegetation-conserving road in a park, including a sidewalk surface layer (1), a sidewalk rainwater collection temporary storage layer (3), a permeable concrete base layer (5), a water-salt heavy metal ion adsorption layer (7), and a cone-shaped water collection layer layer (8), catchment layer cushion (9) and gravel coarse sand layer (13); the sidewalk surface layer (1) below is provided with sidewalk rainwater collection temporary storage layer (3), sidewalk rainwater collection temporary storage layer (3) connected to each other through the permeable concrete filling layer (2); the top of the permeable concrete base (5) is provided with a sidewalk surface leveling layer (4), and the bottom of the permeable concrete base (5) is provided with a water seepage filter layer (6 ); the water-salt heavy metal ion adsorption layer (7) is provided below the water-salt heavy metal ion adsorption layer (6); the cone-shaped water collection layer (8) is provided below the water-salt heavy metal ion adsorption layer (7), and the cone-shaped water collection layer ( 8) It is connected with the water-collecting layer cushion (9), and a waterproof cloth (20) is arranged at the junction, and a gravel coarse sand layer (13) is arranged under the water-collecting layer cushion (9); the conical water-collecting layer (8 ) is provided with a vertical drainage pipe (10) connected to the urban pipeline and a horizontal water collection pipe (11) for regulating and storing reservoirs (14) on both sides of the connecting road, and the rainwater in the regulating and storing reservoirs (14) can be used for planting soil layers (17) Absorb and conserve green belts (19).
其中,所述的锥型集水层(8)和集水层垫层(9)处于同一位置,锥型集水层(8)呈倒三角形设置,集水层垫层(9)位于锥型集水层(8)的下方,锥型集水层(8)外层贴设防水布(20),防水布(20)采用高分子防水透气材料与布料混合制成;锥型集水层(8)的顶边宽度和集水层垫层(9)的底边宽度与人行道路面层(1)的宽度相同。Wherein, the cone-shaped water-collecting layer (8) and the water-collecting layer cushion (9) are at the same position, the cone-shaped water-collecting layer (8) is arranged in an inverted triangle, and the water-collecting layer cushion (9) is located in the cone-shaped Below the water-collecting layer (8), the outer layer of the tapered water-collecting layer (8) is pasted with a waterproof cloth (20), and the waterproof cloth (20) is made of polymer waterproof and breathable material mixed with cloth; the tapered water-collecting layer ( 8) and the width of the bottom edge of the water-collecting layer cushion (9) are the same as the width of the pavement surface (1).
其中,所述的纵向排水管(10)设置在锥型集水层(8)最下方的顶角处,有助于雨水快速进入纵向排水管(10)和横向集水管(11),纵向排水管(10) 和横向集水管(11)的上部均设有可以让渗水进入的孔,纵向排水管(10)和横向集水管(11)的交叉处是相互连通的,锥型集水层(8)中设置的纵向排水管(10)连向城市管道,雨水较大时快速排出多余的雨水,纵向排水管(10)的下方设有管道垫层(12),横向集水管(11)联通道路两侧的调蓄储水池(14),横向集水管(11)与调蓄储水池(14)的侧壁呈垂直角度安装。Wherein, the longitudinal drainage pipe (10) is arranged at the bottom corner of the conical water collection layer (8), which helps rainwater to quickly enter the longitudinal drainage pipe (10) and the horizontal water collection pipe (11), and the longitudinal drainage The upper part of the pipe (10) and the horizontal water collection pipe (11) is provided with holes that allow seepage water to enter, and the intersection of the vertical drainage pipe (10) and the horizontal water collection pipe (11) is interconnected, and the conical water collection layer ( The vertical drainage pipe (10) set in 8) is connected to the urban pipeline, and the excess rainwater is quickly discharged when the rainwater is large. A pipeline cushion (12) is provided under the longitudinal drainage pipe (10), and the horizontal water collection pipe (11) is connected to The regulating and storing water storage tank (14) on both sides of the road, the lateral water collecting pipe (11) and the side wall of the regulating and storing water storage tank (14) are installed at a vertical angle.
其中,所述的调蓄储水池(14)旁边设有透水砂层(18),透水砂层(18)内设有一端与调蓄储水池(14)连通的溢流管(16),溢流管(16)均匀分布在调蓄储水池(14)旁,溢流管(16)的上方设有种植土层(17)和绿化带(19),溢流管(16)与调蓄储水池(14)的侧壁呈垂直角度安装,溢流管(16)的直径为40mm~60mm,溢流管(16)的外表面均匀分布多个透水孔,透水孔的孔径为20mm~25mm。Wherein, a water-permeable sand layer (18) is arranged next to the storage tank (14), and an overflow pipe (16) with one end connected to the storage tank (14) is arranged in the water-permeable sand layer (18). The flow pipes (16) are evenly distributed beside the storage pool (14), and the overflow pipe (16) is provided with a planting soil layer (17) and a green belt (19). The overflow pipe (16) is connected to the storage tank (14). The side wall of the pool (14) is installed at a vertical angle, the diameter of the overflow pipe (16) is 40mm~60mm, and the outer surface of the overflow pipe (16) is evenly distributed with a plurality of permeable holes, and the aperture of the permeable holes is 20mm~25mm.
其中,所述的人行道路面层(1)两侧的调蓄储水池(14)上方设有出水孔(15);出水孔(15)高出人行道路面层(1) 4cm-6cm,出水孔(15)的孔径为3cm-5cm。Wherein, the water outlet hole (15) is provided above the storage tank (14) on both sides of the sidewalk surface layer (1); the water outlet hole (15) is higher than the sidewalk surface layer (1) 4cm-6cm, and the water outlet hole ( 15) The aperture is 3cm-5cm.
其中,所述的纵向排水管(10)的横断面呈圆形,其孔径为 80mm~100mm,纵向排水管(10)的下方设有管道垫层(12),管道垫层(12)的厚度为10mm~15mm。Wherein, the cross-section of the longitudinal drainage pipe (10) is circular, and its aperture is 80 mm to 100 mm. A pipe cushion (12) is arranged below the longitudinal drainage pipe (10), and the thickness of the pipe cushion (12) is 10mm to 15mm.
其中,所述的横向集水管(11)的横断面呈圆形,其直径为80mm~100mm。Wherein, the transverse water collecting pipe (11) has a circular cross section with a diameter of 80mm-100mm.
其中,所述的调蓄储水池(14)的底面与透水砂层(18)和砾石粗砂层(13)的底面处于同一高度。Wherein, the bottom surface of the regulating storage tank (14) is at the same height as the bottom surfaces of the permeable sand layer (18) and the gravel coarse sand layer (13).
其中,所述的人行道路面层(1)有坡度时,整个道路结构与坡度的方向平行。Wherein, when the sidewalk surface layer (1) has a slope, the entire road structure is parallel to the direction of the slope.
其中,所述的人行道路面层(1)采用质量较高的透水混凝土或透水沥青路面;人行道雨水收集临时储藏层(3)采用质量较好的级配碎石或陶粒制成;人行道路面找平层(4)采用水泥砂浆、细石砼材料混合制成;透水混凝土基层(5)内铺设有钢筋网架;渗水过滤层(6)采用具有较强透水性的砂石或卵石铺设而成,渗水过滤层(6)的孔隙率为15%~20%,渗水过滤层(6)的透水系数为0.20mm/s;水盐重金属离子吸附层(7)内设置有吸附水盐、重金属离子的介质,吸附水盐、重金属离子的介质中包含有蒙脱石、高岭石或伊利石;调蓄储水池(14)由高强度钢筋混凝土板层拼装组成,横断面为矩形,调蓄储水池(14)的内部采用混凝土层抹面,并加做防水涂层涂抹在混凝土层面上。Wherein, the sidewalk surface (1) adopts high-quality permeable concrete or permeable asphalt pavement; the sidewalk rainwater collection temporary storage layer (3) is made of better-quality graded gravel or ceramsite; the sidewalk surface is leveled The layer (4) is made of a mixture of cement mortar and fine stone concrete; the permeable concrete base (5) is laid with a reinforced grid; the seepage filter layer (6) is made of sand or pebbles with strong water permeability. The porosity of the water seepage filter layer (6) is 15% to 20%, and the water permeability coefficient of the water seepage filter layer (6) is 0.20mm/s; Medium, the medium for absorbing water, salt, and heavy metal ions contains montmorillonite, kaolinite or illite; the storage tank (14) is composed of high-strength reinforced concrete slabs, and the cross section is rectangular. The interior of (14) adopts the concrete layer to plaster the surface, and adds a waterproof coating to smear on the concrete layer.
与现有技术相比,本发明的有益效果为:构造简单、受力性能好、加工简便,承载力强,质量稳定,该道路结构能够回收雨水并加速雨水下渗、排放,同时收集的雨水能够为土壤植被层所吸收,辅助花草树木等植物的生长,能够有效解决公园路面积水的问题。该结构通过对公园路面雨水的收集、净化、储存、分流、排放,实现了削峰调蓄、涵养植被与水生态修复的目标,对“海绵城市”建设具有重要参考意义。Compared with the prior art, the beneficial effects of the present invention are: simple structure, good mechanical performance, easy processing, strong bearing capacity, stable quality, the road structure can recycle rainwater and accelerate rainwater infiltration and discharge, and the collected rainwater It can be absorbed by the soil vegetation layer, assist the growth of plants such as flowers and trees, and can effectively solve the problem of water accumulation on park roads. Through the collection, purification, storage, diversion, and discharge of rainwater on the park pavement, this structure has achieved the goals of peak load reduction, vegetation conservation, and water ecological restoration, which has important reference significance for the construction of "sponge city".
附图说明Description of drawings
图1为本发明一种公园生态透水及涵养植被的道路的结构示意图。Fig. 1 is a structural schematic diagram of a road for ecological permeation and vegetation conservation in a park according to the present invention.
图2为本发明一种公园生态透水及涵养植被的道路的实施例2结构图。Fig. 2 is a structural diagram of Embodiment 2 of a road for ecological water permeability and vegetation conservation in a park according to the present invention.
图3为本发明一种公园生态透水及涵养植被的道路的实施例3结构图。Fig. 3 is a structural diagram of Embodiment 3 of a road for ecological water permeability and vegetation conservation in a park according to the present invention.
图中:1、人行道路面层;2、透水混凝土填充层;3、人行道雨水收集临时储藏层;4、人行道路面找平层;5、透水混凝土基层;6、渗水过滤层;7、水盐重金属离子吸附层;8、锥型集水层;9、集水层垫层;10、纵向排水管;11、横向集水管;12、管道垫层;13、砾石粗砂层;14、调蓄储水池;15、出水孔;16、溢流管;17、种植土层;18、透水砂层;19、绿化带;20、防水布。In the figure: 1. Sidewalk surface layer; 2. Permeable concrete filling layer; 3. Sidewalk rainwater collection temporary storage layer; 4. Sidewalk surface leveling layer; 5. Permeable concrete base layer; 6. Water seepage filter layer; Adsorption layer; 8. Conical water collection layer; 9. Water collection layer cushion; 10. Vertical drainage pipe; 11. Horizontal water collection pipe; 12. Pipeline cushion; 13. Gravel and coarse sand layer; 14. Storage tank 15. Outlet hole; 16. Overflow pipe; 17. Planting soil layer; 18. Permeable sand layer; 19. Green belt; 20. Waterproof cloth.
具体实施方式detailed description
下面结合附图和具体实施例对本发明作进一步说明;为了进一步说明本发明,下面结合附图及实施例对本发明进行详细地描述,但不能将它们理解为对本发明保护范围的限定。The present invention will be further described below in conjunction with the accompanying drawings and specific embodiments; in order to further illustrate the present invention, the present invention will be described in detail below in conjunction with the accompanying drawings and embodiments, but they cannot be interpreted as limiting the protection scope of the present invention.
实施例1Example 1
如图1所示,一种公园生态透水及涵养植被的道路,从上至下依次包括人行道路面层1、透水混凝土填充层2、人行道雨水收集临时储藏层3、人行道路面找平层4、透水混凝土基层5、渗水过滤层6、水盐重金属离子吸附层7、锥型集水层8、集水层垫层9、纵向排水管10、横向集水管11、管道垫层12和砾石粗砂层13;所述人行道路面层1下方设置有双层人行道雨水收集临时储藏层3收集雨水;所述透水混凝土基层5位于人行道路面找平层4下方;在人行道路面找平层4的下方设置有渗水过滤层6,用于滤去雨水中含有的沙粒、石子等颗粒物质;同时在渗水过滤层6的下方设置有水盐重金属离子吸附层7,其内设置有吸附水盐、重金属离子的介质,可有效吸附渗水中留有的盐分以及重金属离子等物质,可有效减少其对路面下植物根系的污染,有利于公园内植被的正常生长,有助于改善公园内的地下水源和生态、土壤等环境;所述集水层垫层9与锥型集水层8相接,相接处设置防水布20,集水层垫层9位于锥型集水层8下方,锥型集水层8呈倒三角型,有助于雨水快速进入纵向排水管10和横向集水管11,纵向排水管10和横向集水管11的上部均设有可以让渗水进入的孔,纵向排水管10和横向集水管11的交叉处是相互连通的;集水层中设置的纵向排水管10连向城市管道,可在雨水较大时快速排出多余的雨水,且在纵向排水管10下方设置管道垫层12,设置的横向集水管11联通调蓄储水池14,调蓄储水池14位于道路旁侧,调蓄储水池14内的雨水可通过设置在透水砂层18中的溢流管16和上方设置的出水孔15供种植土层17吸收以及涵养绿化带19;所述砾石粗砂层13设置在集水层垫层9下方,可有效增大整个道路结构的承载力。As shown in Figure 1, an ecological water-permeable and vegetation-conserving road in a park includes, from top to bottom, sidewalk surface layer 1, permeable concrete filling layer 2, sidewalk rainwater collection temporary storage layer 3, sidewalk surface leveling layer 4, and permeable concrete Base layer 5, seepage filter layer 6, water-salt heavy metal ion adsorption layer 7, conical water collection layer 8, water collection layer cushion 9, vertical drainage pipe 10, horizontal water collection pipe 11, pipe cushion 12 and gravel coarse sand layer 13 The sidewalk surface layer 1 below is provided with a double-layer sidewalk rainwater collection temporary storage layer 3 to collect rainwater; the permeable concrete base 5 is located below the sidewalk surface leveling layer 4; the sidewalk surface leveling layer 4 is provided with a seepage filter layer 6 , used to filter out sand, stones and other particulate matter contained in rainwater; at the same time, a water-salt heavy metal ion adsorption layer 7 is arranged below the water-seepage filter layer 6, and a medium for absorbing water, salt and heavy metal ions is arranged in it, which can effectively Adsorbing the salt and heavy metal ions left in the seepage water can effectively reduce its pollution to the root system of plants under the pavement, which is conducive to the normal growth of vegetation in the park, and helps to improve the groundwater source, ecology, soil and other environments in the park; The water-collecting layer cushion 9 is connected to the conical water-collecting layer 8, and a waterproof cloth 20 is arranged at the junction. The water-collecting layer cushion 9 is located below the conical water-collecting layer 8, and the conical water-collecting layer 8 is an inverted triangle. type, which helps rainwater to quickly enter the vertical drainage pipe 10 and the horizontal water collection pipe 11. The upper parts of the vertical drainage pipe 10 and the horizontal water collection pipe 11 are provided with holes that allow water to enter. The intersection of the vertical drainage pipe 10 and the horizontal water collection pipe 11 The vertical drainage pipes 10 set in the water collection layer are connected to the urban pipelines, which can quickly discharge excess rainwater when the rainwater is heavy, and the pipeline cushion 12 is set under the vertical drainage pipes 10, and the horizontal collection The water pipe 11 communicates with the storage tank 14, which is located beside the road, and the rainwater in the storage tank 14 can be used for planting through the overflow pipe 16 arranged in the permeable sand layer 18 and the outlet hole 15 provided above. The soil layer 17 absorbs and conserves the green belt 19; the gravel coarse sand layer 13 is arranged under the water-collecting layer cushion 9, which can effectively increase the bearing capacity of the entire road structure.
人行道路面层1采用质量较高的透水混凝土或透水沥青路面;人行道雨水收集临时储藏层3的材料采用质量较好的级配碎石或陶粒,其渗透能力大于透水混凝土基层5;人行道路面找平层4采用水泥砂浆、细石砼等材料混合制成;透水混凝土基层5优先采用透水性较好的混凝土制成,透水混凝土基层5内铺设有钢筋网架,可有效增大承载力;渗水过滤层6采用具有较强透水性的砂石或卵石铺设而成,用于滤去雨水中含有的沙粒、石子等颗粒物质,渗水过滤层6的孔隙率为15%~20%,渗水过滤层6的透水系数为0.20mm/s;水盐重金属离子吸附层7内设置有吸附水盐、重金属离子的介质,吸附水盐、重金属离子的介质中包含有蒙脱石、高岭石或伊利石等物质,可有效吸附渗水中留有的盐分以及重金属离子等物质;调蓄储水池14由高强度钢筋混凝土板层拼装组成,横断面为矩形,调蓄储水池14的内部采用混凝土层抹面,并加做防水涂层涂抹在混凝土层面上。Sidewalk surface layer 1 adopts high-quality permeable concrete or permeable asphalt pavement; sidewalk rainwater collection temporary storage layer 3 is made of better-quality graded crushed stone or ceramsite, and its permeability is greater than that of permeable concrete base layer 5; sidewalk surface leveling The layer 4 is made of cement mortar, fine stone concrete and other materials; the permeable concrete base 5 is preferably made of concrete with better water permeability, and the permeable concrete base 5 is laid with a steel grid frame, which can effectively increase the bearing capacity; seepage filter Layer 6 is paved with sand or pebbles with strong water permeability, and is used to filter out sand, pebbles and other particulate matter contained in rainwater. The porosity of the water seepage filter layer 6 is 15% to 20%. The water permeability coefficient of 6 is 0.20mm/s; the water salt heavy metal ion adsorption layer 7 is provided with a medium for absorbing water salt and heavy metal ions, and the medium for absorbing water salt and heavy metal ions contains montmorillonite, kaolinite or illite and other substances, which can effectively absorb the salt and heavy metal ions left in the seepage water; the storage tank 14 is composed of high-strength reinforced concrete slabs, and the cross section is rectangular. The interior of the storage tank 14 is plastered with a concrete layer. And add a waterproof coating on the concrete layer.
锥型集水层8和集水层垫层9处于同一位置,呈倒三角形设置,集水层垫层9位于锥型集水层8的下方,并且在相接处设置有防水布20,即在锥型集水层8的外层贴设防水布20,且锥型集水层8和集水层垫层9的底边宽度与人行道路面层1的宽度相同;纵向排水管10设置在锥型集水层8最下方的顶角处,有助于雨水快速进入纵向排水管10和横向集水管11,锥型集水层8中设置的纵向排水管10连向城市管道,可在雨水较大时快速排出多余的雨水,并且在纵向排水管10的下方设置管道垫层12,设置的横向集水管11联通调蓄储水池14,调蓄储水池14位于道路旁侧。The cone-shaped water-collecting layer 8 and the water-collecting layer cushion 9 are at the same position, and are arranged in an inverted triangle shape. The water-collecting layer cushion 9 is located below the cone-shaped water-collecting layer 8, and a waterproof cloth 20 is arranged at the junction, that is The waterproof cloth 20 is pasted on the outer layer of the conical water collection layer 8, and the bottom edge width of the conical water collection layer 8 and the water collection layer cushion 9 is the same as the width of the pavement surface layer 1; the vertical drainage pipe 10 is arranged on the cone The bottom corner of the conical catchment layer 8 helps rainwater to quickly enter the vertical drain pipe 10 and the horizontal catchment pipe 11. The vertical drain pipe 10 arranged in the tapered catchment layer 8 is connected to the urban pipeline, which can be used when the rainwater is relatively low. When it is large, the excess rainwater is quickly discharged, and the pipe cushion 12 is arranged below the longitudinal drain pipe 10, and the horizontal water collection pipe 11 is connected to the storage tank 14, and the storage tank 14 is located beside the road.
透水砂层18内设置有溢流管16,溢流管16的一端与所述调蓄储水池14连通;并且均匀分布在调蓄储水池14的周围,所述溢流管16同时设置在种植土层17的下方,并且以调蓄储水池14为中心向外延伸至周围的透水砂层18中;雨水进入调蓄储水池14内后,一方面进入溢流管16后可通过透水砂层18被种植土层17所吸收,另一方面可通过设置在调蓄储水池14上方的出水孔15从路表涵养绿化带19,所以该道路结构不仅能够有效解决公园路面积水的问题,而且能够回收过滤净化雨水,同时收集到调蓄储水池14中的过滤净化后的雨水能够为种植土层17所吸收,有效的通过出水孔15供应给绿化带19,辅助花草树木等植物的生长;整个道路结构的最底端,即在集水层垫层9的下方设置有砾石粗砂层13,可有效地增大整个道路结构的承载力。An overflow pipe 16 is arranged in the permeable sand layer 18, and one end of the overflow pipe 16 communicates with the storage tank 14; The bottom of the soil layer 17, and extends outwards to the surrounding permeable sand layer 18 centered on the storage tank 14; after the rainwater enters the storage tank 14, it can pass through the permeable sand layer after entering the overflow pipe 16 18 is absorbed by the planting soil layer 17, and on the other hand, the green belt 19 can be conserved from the road surface through the outlet hole 15 arranged above the storage tank 14, so this road structure can not only effectively solve the problem of park road area water, but also It can recycle, filter and purify rainwater, and at the same time, the filtered and purified rainwater collected in the storage tank 14 can be absorbed by the planting soil layer 17, and effectively supplied to the green belt 19 through the outlet hole 15, assisting the growth of plants such as flowers and trees; The bottom end of the entire road structure, that is, a gravel coarse sand layer 13 is arranged below the water-collecting layer cushion 9, which can effectively increase the bearing capacity of the entire road structure.
在高于人行道路面层1的位置设置出水孔15;并且出水孔15高出人行道路面层1约为4cm-6cm,出水孔15的孔径约为3cm-5cm;在锥型集水层8的外层,即在集水层垫层9和锥型集水层8相接处贴设防水布20,防水布20采用高分子防水透气材料(PTFE膜)与布料混合制成,并作两层复合而成;纵向排水管10设置在锥型集水层8最下方的顶角处,有助于雨水快速进入纵向排水管10,锥型集水层8中设置的纵向排水管10连向城市管道,可在雨水较大时快速排出多余的雨水,纵向排水管10的横断面呈圆形,其孔径为80mm~100mm,并且在纵向排水管10的下方设置有管道垫层12,管道垫层12的厚度约为10mm~15mm。Water outlet hole 15 is set at a position higher than sidewalk surface layer 1; Layer, that is, a waterproof cloth 20 is pasted at the junction of the water-collecting layer cushion layer 9 and the cone-shaped water-collecting layer 8. The waterproof cloth 20 is made of polymer waterproof and breathable material (PTFE membrane) mixed with cloth, and made of two layers of composite The vertical drainage pipe 10 is arranged at the bottom corner of the conical water collection layer 8, which helps rainwater to quickly enter the vertical drainage pipe 10, and the vertical drainage pipe 10 set in the conical water collection layer 8 is connected to the urban pipeline. , can quickly discharge excess rainwater when the rainwater is heavy, the cross-section of the longitudinal drainage pipe 10 is circular, and its aperture is 80 mm to 100 mm, and a pipe cushion 12 is arranged below the longitudinal drainage pipe 10, and the pipe cushion 12 The thickness is about 10mm ~ 15mm.
横向集水管11的直径为80mm~100mm;溢流管16的直径为40mm~60mm;横向集水管11和溢流管16与调蓄储水池14的侧壁呈垂直角度安装,安装角度为 90°;溢流管16的外表面形成有多个透水孔,呈均匀分布状,有助于溢流管16中的水有效的向其周围的透水砂层18中渗透,进而被种植土层17所吸收,有效的提供给上方的绿化带19,透水孔的孔径约为20mm~25mm,透水孔在溢流管16上优先均匀分布;调蓄储水池14的底面与透水砂层18和砾石粗砂层13的底面处于同一高度。The diameter of the horizontal water collection pipe 11 is 80 mm to 100 mm; the diameter of the overflow pipe 16 is 40 mm to 60 mm; the horizontal water collection pipe 11 and the overflow pipe 16 are installed at a vertical angle to the side wall of the storage tank 14, and the installation angle is 90° The outer surface of the overflow pipe 16 is formed with a plurality of water-permeable holes, which are evenly distributed, which helps the water in the overflow pipe 16 to effectively infiltrate the permeable sand layer 18 around it, and then be planted by the planting soil layer 17. Absorption, effectively provided to the upper green belt 19, the aperture of the permeable hole is about 20mm to 25mm, and the permeable hole is preferentially and evenly distributed on the overflow pipe 16; the bottom surface of the storage tank 14 and the permeable sand layer 18 and gravel The bottom faces of the layers 13 are at the same height.
实施例2Example 2
如图2所示,当路面有坡度时,整个道路结构优先与坡度的方向平行,其他结构同实施例1。As shown in Figure 2, when the road surface has a slope, the entire road structure is preferentially parallel to the direction of the slope, and other structures are the same as in Embodiment 1.
实施例3Example 3
从图3中可以看出,本实施例同实施例1在结构和原理上基本相同,不同之处在于本实施例所提出的路面结构一般适用于公园或学校或小区内的一些所需荷载较小的硬质道路,此类道路行车、行人较少,所以路面所需的荷载较小,所以人行道路面层不需要采用透水混凝土或透水沥青路面,可以采用透水砖等材料,所述的路面结构也可作为公园或学校或小区内一些行车较少、荷载较小的人行路,调蓄储水池位于人行道的两侧。相比于实施例1,本实施例的雨水过滤净化、分流调蓄处理设施较为简单,其原因为一些硬质道路不需要进行大面积的花草,植被土层的灌溉,且其对雨水具有一定的自然过滤与净化的作用,致使雨水中的的污染物相对较少,所以图3中的人行道路面层不需要采用透水混凝土或透水沥青路面,可以采用透水砖等材料。As can be seen from Figure 3, this embodiment is basically the same as Embodiment 1 in terms of structure and principle, the difference is that the pavement structure proposed in this embodiment is generally applicable to parks or schools or some areas where the required load is relatively large. Small hard roads, such roads have less traffic and pedestrians, so the load required for the road surface is smaller, so the pavement surface of the sidewalk does not need to use permeable concrete or permeable asphalt pavement, and can use materials such as permeable bricks. The pavement structure described above It can also be used as some sidewalks with less traffic and less load in parks, schools or communities. The storage tanks are located on both sides of the sidewalk. Compared with embodiment 1, the rainwater filtration and purification, diversion, regulation and storage treatment facilities of this embodiment are relatively simple, because some hard roads do not need to carry out large-scale flowers and plants, irrigation of vegetation soil layers, and it has a certain effect on rainwater. Due to the natural filtering and purification effect of rainwater, there are relatively few pollutants in the rainwater. Therefore, the sidewalk surface in Figure 3 does not need to use permeable concrete or permeable asphalt pavement, and materials such as permeable bricks can be used.
以上所述仅是本发明的优选实施方式,应当指出,对于本技术领域的普通技术人员来说,在不脱离本发明原理的前提下,还可以做出若干改进和润饰,这些改进和润饰也应视为本发明的保护范围。The above is only a preferred embodiment of the present invention, it should be pointed out that, for those of ordinary skill in the art, without departing from the principle of the present invention, some improvements and modifications can also be made, and these improvements and modifications can also be made. It should be regarded as the protection scope of the present invention.
Claims (10)
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109457792A (en) * | 2018-11-08 | 2019-03-12 | 安阳师范学院 | A kind of garden rainwater-collecting treatment facilities |
CN114657832A (en) * | 2022-04-14 | 2022-06-24 | 中国一冶集团有限公司 | Concrete road surface water collection structure permeates water |
CN114753469A (en) * | 2022-04-20 | 2022-07-15 | 中国一冶集团有限公司 | Ecological filter side ditch and construction method |
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2017
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109457792A (en) * | 2018-11-08 | 2019-03-12 | 安阳师范学院 | A kind of garden rainwater-collecting treatment facilities |
CN109457792B (en) * | 2018-11-08 | 2024-02-27 | 安阳师范学院 | Courtyard rainwater collection and purification structure |
CN114657832A (en) * | 2022-04-14 | 2022-06-24 | 中国一冶集团有限公司 | Concrete road surface water collection structure permeates water |
CN114753469A (en) * | 2022-04-20 | 2022-07-15 | 中国一冶集团有限公司 | Ecological filter side ditch and construction method |
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