WO2003046293A1 - A method of drainage irrigating and the establishment and application thereof - Google Patents
A method of drainage irrigating and the establishment and application thereof Download PDFInfo
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- WO2003046293A1 WO2003046293A1 PCT/CN2002/000855 CN0200855W WO03046293A1 WO 2003046293 A1 WO2003046293 A1 WO 2003046293A1 CN 0200855 W CN0200855 W CN 0200855W WO 03046293 A1 WO03046293 A1 WO 03046293A1
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- stone
- drainage
- curb
- isolation
- flat
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/046—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps adapted to be used with kerbs
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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
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Definitions
- the present invention relates to drainage irrigation methods, facilities, and applications, and more particularly, to a method, facility, and application for drainage irrigation on various roads, the tops of buildings, green spaces, and soil plantations or barren hillsides. Background technique
- Curb-isolated masonry components of traditional roads are generally composed of curb-isolated stones and curb-level flat stones.
- curb-level flat stones are laid horizontally on both sides or one side of the road, and their upper surfaces are flush with the road surface.
- the isolation stone is laid vertically next to the curb flat stone on the outermost side of the road, and its upper surface is higher than the road surface.
- a curb-isolated stone rainwater discharge opening will be set at a certain distance on the road (usually 30 to 50 meters), or rainwater drainage should be laid at the location where the curb-isolated stone rainwater discharge opening should be built.
- the special castor for the mouth is connected to the underground pipe laid underground.
- rainwater drains on roads should be set at the lowest position on the road. Therefore, if necessary, a longitudinal slope of the road will also be set, that is, the road has a certain inclination slope along the longitudinal direction of the road.
- a rainwater drain or a dedicated rainwater drainage device is set at the lowest position on the longitudinal slope of the road.
- each curb The barrier stones are uniformly inlaid with two permeable prefabricated blocks.
- the bottom of each permeable precast block should be flush with the driveway surface.
- the rainwater or flushing water on the lane surface can flow into the soil of the green isolation zone along the pores of the prefabricated block to irrigate the plants (as indicated by the arrow), and the mud and sand entrained in the water
- the object is separated between the curb and the road surface. It must be Regularly carrying out nursing work such as dredging and dredging will consume a lot of manpower and costs.
- FIG. 14 Another example is the document disclosed in the German patent, DE 295 08 680 (1).
- a row of curb spacers are laid on both sides of the sloped pavement road.
- the sloping green belts or planting areas are located on the outer side of the isolation stones at each edge of the curb.
- rainwater or flushing water can flow directly along the slope of the road through the drainage outlet of the curb stone into the green belt or planting area for irrigation. If the rain is heavy, it is easy to damage the plants and cause soil erosion and water waste.
- FIG. 15 Another example is the French patent, No. 1.368.655-disclosed in the document, as shown in FIG. 15, a row of curb spacers preset with pouring pipe joints are laid on both sides of the road. The pipe joints are connected to the underground drainage pipe and buried together.
- the cross-section of the curb-isolation stone is L-shaped. When laying, the top surface of each curb-isolation stone is flush with the sidewalk surface, and its bottom end is inclined inward. The lower part of the preset pipe joint opening is flush with the inner edge of the inclined upper surface.
- the purpose of the present invention is to provide a drainage irrigation method and a facility thereof.
- the sand and other debris on the ground can be retained in a green space or a green belt to avoid Prevent pollution, block drainage system and pollute downstream water bodies, prevent soil erosion, and reasonably allocate water for greenbelts or greenbelts and expand the absorption and utilization of external water resources, improve the environmental quality of roads and greenbelts or greenbelts to ensure species.
- Another object of the present invention is to provide a drainage irrigation method and a facility thereof, which can provide curbstones of various structural forms required for infrastructure construction, which are suitable for drainage of hard ground and drainage of roads. And protect the different needs of masonry such as greening, green space or green belts, soil planting sites, and barren hillsides.
- a method of drainage irrigation which is suitable for rainwater or road water, mainly includes two steps: the initial green land irrigation process and the later rainwater discharge process. And muddy water with debris flushing the road flows into the plant area through the drainage holes of the drainage irrigation facility to provide nutrients and nutrients for plant growth. Second, if the rain continues, when the rain reaches a certain water level, it can pass again The rainwater outlet of the drainage and irrigation facility discharges clean water into underground pipelines and corresponding connecting pipelines, and flows clean water into ponds for storage or into rivers and lakes, and then evaporates to form a natural ecological cycle.
- the technical conditions of the drainage irrigation should satisfy: the pavement drainage starting point height is b, the gully drainage starting point height is a, the curb drainage or irrigation drainage starting point height is C, and the green space suspended matter height is d.
- the starting height of standing water in green land is e.
- a curb stone which is one of drainage irrigation facilities, comprises curb flat stone and curb spacer stone, which is characterized in that: the upper surface of the curb flat stone is provided with a longitudinal drainage groove, and the side surfaces of the curb partition stone are provided with An arc-shaped groove, a drainage hole for the isolation stone is formed between the isolation stones on the adjacent curb, and the longitudinal drainage groove and the drainage hole for the isolation stone communicate with each other to form a water flow discharge path.
- Rainwater outlets communicating with underground pipelines are also provided on the curbstones separated by a certain distance, and the highest point of the drainage hole of the stone is lower than the lower edge of the rainwater outlet.
- the arc-shaped groove of the isolation stone drainage hole is a straight groove or a trough with a semi-circular hole cross-section, and the height of the water outlet and the water inlet can be set flat, or a moderate drop can be set.
- a kind of edge stone of drainage and irrigation facility 2 includes flat stone and spacer stone, which is characterized in that: a side of the flat stone close to the spacer stone is provided with a vertical drainage groove and drainage holes opened on both sides of the spacer stone and provided therein; A plurality of uniformly distributed drainage holes in the part communicate with each other and form a channel of water flow.
- the flat stone and the isolation stone may be L-shaped or "j-shaped".
- the flat stone and the isolation stone may be integrally formed or spliced.
- the flat stone and the isolation stone are in the form of splicing
- the flat stone is horizontally laid on both sides or one side of the road, and its upper surface is flush with the road surface, and the isolation stone is vertically built next to the flat stone, and its upper surface is higher than the road surface.
- the green space A is set along the outer side of the isolation stone, and the ground surface height e is lower than the lower edge of the water outlet of the drainage hole of the isolation stone to form a certain drop height.
- a retaining stone for drainage irrigation facility No. 3 includes flat stone and spacer stone, which is characterized by: it also includes attached stone, the flat stone is a structure with horizontal plugs at both ends, and a groove is provided in the middle of one side. The groove is in communication with a plurality of drainage holes provided on the isolation stone.
- the top of the isolation stone is higher than the top of the attached stone, the top of the attached stone is higher than the top of the flat stone, and the top of the flat stone is equal to the upper mouth of the groove and higher than the isolation stone.
- a drainage hole is formed between the isolation stone and the attached isolation stone.
- the flat stone, the isolating stone and the isolating stone may be combined into a 1-type body.
- the flat stone and the spacer stone may be integrally formed into an L-shape, and form a U-shaped body with the spacer stone.
- the flat stone, the isolating stone and the isolating stone may be integrally formed or spliced.
- An overflow port and an overflow pipe connected to the overflow port may also be provided at the appropriate position of the isolation stone, and the retaining stone is the fourth of drainage and irrigation facilities.
- a peripheral stone of drainage and irrigation facility No. 5 is characterized in that: the peripheral stone is a tubular U-shaped structure, and a plurality of drainage holes and a water reservoir in the tube are provided on a tube wall along one side of the tube-shaped enclosure. Connected to each other, horizontal plugs are provided on the inner end surfaces of the two sides of the pipe body, respectively.
- the curb spacer can also be built vertically on one side of the subgrade of the structure, the rainwater outlet is lower than the top surface of the subgrade of the structure, the top surface of the curb spacer is higher than the road surface, and the other end of the road surface is opposite Assume There is another curb isolation stone and curb flat stone '.
- the outside of the curb isolation stone is a planting area, and the rainwater outlets of the curb isolation stone on both sides of the road surface communicate with the underground drainage pipe to a municipal dry well, respectively.
- the curbstone, marginal stone, retaining stone, and surrounding stone can all be placed at one end of the slope-shaped planting area, one or both sides of the road, and the appropriateness of the barren hillside, according to the needs of the planting area and the terrain. It is connected to a drainage main pipe through its own underground pipeline and is used in combination with a drainage ditch via the drainage main pipe.
- FIG. 1 is a working flowchart of the present invention.
- FIG. 2 is a schematic structural diagram of a curb stone according to a first embodiment of the present invention.
- FIG. 3 is a working principle diagram of an initial irrigation green space in Embodiment 1 of the present invention.
- FIG. 4 is a working principle diagram of the underground pipeline discharged into the underground in the first embodiment of the present invention.
- FIG. 5 is a process drawing of a curb drainage structure according to a first embodiment of the present invention.
- FIG. 6 is a schematic structural diagram of an edge stone according to Embodiment 2 of the present invention.
- FIG. 7 is a schematic diagram of a working state according to the second embodiment of the present invention.
- FIG. 8 is a schematic structural diagram of a third blocking stone according to Embodiment 3 of the present invention.
- FIG. 9 is a schematic diagram of a working state according to the third embodiment of the present invention.
- FIG. 10 is a schematic structural diagram of an edge stone according to the fourth embodiment of the present invention.
- FIG. 11 is a schematic diagram of a working state according to the fourth embodiment of the present invention.
- FIG. 12 is a schematic structural diagram of a fringe stone according to an embodiment of the present invention.
- FIG. 13 is a schematic diagram of a working state of Embodiment 6 of the present invention.
- FIG. 14 is a schematic diagram of a working state of Embodiment 7 of the present invention.
- FIG. 1 Schematic diagram of the conventional technology (1).
- FIG. 17 is a schematic perspective view of the appearance of FIG. 16.
- Figure 18 is a schematic diagram of the conventional technology (3).
- FIG. 19 is a schematic top view of FIG. 18.
- a drainage irrigation method suitable for rainwater or road water use, mainly includes two steps: the initial green land irrigation process and the later rainwater discharge process.
- the rainwater at the beginning of the rain and the muddy water that flushes the road through the drainage holes of the drainage irrigation facility flows into the plant area for nutrients and moisture for plant growth.
- clean water can be discharged into underground pipelines and corresponding connecting pipelines, and fresh water can be stored in ponds or rivers and lakes, and then evaporated to form a natural ecological cycle.
- the design concept of the present invention is to flow the rainwater at the beginning of the rain and the muddy water mixed with "organic matter" into the plant area through the drainage holes of the drainage irrigation facility to provide nutrients and water for plant growth; if the rainfall continues, the rainwater When the water level reaches a certain level, clean water can be discharged into the pipelines and ditches and the corresponding connecting pipelines through the rainwater outlets of the drainage and irrigation facilities, and the fresh water is flowed into the pool cellar for storage or into rivers and lakes, and then evaporated to form a natural environment. Ecological cycle.
- a curb stone which is one of drainage and irrigation facilities, includes curb flat stone 1 and curb partition stone 2, wherein the upper surface of curb flat stone 1 is provided with a longitudinal drainage groove 3 and curb partition stone 2 Arc-shaped grooves are provided on the end surfaces of both sides, and isolation stone drainage holes 4 are formed between adjacent curb isolation stones 2.
- the longitudinal drainage groove 3 and the isolation stone drainage holes 4 communicate with each other to form a water flow discharge path.
- a rainwater outlet 6 communicating with the underground pipeline 8 is also provided on the curb-shaped isolation stone 2 with a certain distance, and the rainwater outlet 6 is in the shape of "!, Which can stop the muddy water of the green space A from entering the rainwater outlet 6,
- the highest point of the isolation stone drainage hole 4 is lower than the lower edge of the rainwater outlet 6.
- the longitudinal drainage groove 3 is disposed on the curb flat stone 1 near the upper edge of the curb spacer stone 2 and is formed by cutting the upper surface of the curb flat stone 1 completely along the bonding edge. A groove.
- the isolation stone drainage hole 4 traverses the entire side of the two adjacent curb isolation stones 2.
- One end of the isolation stone close to the curb flat stone 1 is a water inlet
- the other end of the curb isolation stone 2 is an water outlet
- the lower edge of the water inlet is aligned with the lower edge of the longitudinal drainage groove 3 of the curb flat stone, and the height of the water outlet is slightly lower than the water inlet, forming a certain level drop, and can also be set in parallel.
- the longitudinal drainage groove 3 is a semi-arc groove cut down at the close edge of the curb flat stone 1 and the curb spacer stone 2, and an appropriate position can be opened at the appropriate position of the groove.
- the cutout corresponding to the drainage hole 4 of the isolation stone may not be provided (not shown).
- the arc-shaped groove of the isolation stone drainage hole 4 is a straight groove or an inclined groove with a semi-circular hole cross-section, and the height of the water outlet and the water inlet can be set flat, or a moderate drop can be set.
- the method of drainage and irrigation is as follows: please refer to Figure 3-4.
- the curb flat stone 1 is laid horizontally on both sides or one side of the road, and its upper surface is flush with the pavement 7, and the curb barrier stone 2 is built vertically next to the curb flat stone 1.
- the lower part is built in a base 21, the upper surface of which is higher than the road surface; and the green space A on both sides of the road is set along the outside of the curb isolation stone 2, and the site surface height e is lower than the fan
- the lower edge of the water outlet of the isolation stone drainage hole 4 forms a certain drop height, so that the rainwater 9 at the beginning of the rainfall can pass the drainage flow path composed of the drainage groove 3 of the curb flat stone and the drainage hole 4 of the curb separation stone via the isolation stone.
- the water outlet of the drainage hole 4 is discharged to the green area A.
- a rainwater outlet 6 is provided on the roadside isolation stone at a certain distance on the road.
- the rainwater outlet 6 communicates with the underground pipeline 8.
- the highest point of the isolation stone drainage hole 4 should be The lower edge b of the rainwater outlet 6, when the green area A is full of water, the water surface will rise to a above the height of the rainwater outlet, and along the rainwater inlet into the underground pipe 8, the rainwater outlet 6 of the roadside isolation stone can still Effectively prevent the suspended flow in the green space from entering the rainwater outlet 6, so that the water flowing into the rainwater outlet is basically It is clarified rainwater to avoid siltation and blockage of underground pipelines 8 and riverbeds, thereby reducing maintenance procedures such as dredging and dredging or their labor intensity.
- the pavement drainage starting point height is b
- the gully drainage starting point height is a
- the curb drainage or irrigation drainage starting point height is C
- the green space suspended matter The height of the cut-off point is d
- the height of the starting point of green water accumulation is e.
- the heights of a and b need to be calculated according to the width and slope of the pavement.
- the distance between other points should also be set according to the environmental conditions.
- the elevation between b and C is 6 cm, the elevation between b and d is approximately 12 cm, and the elevation between d and e is approximately 5 cm.
- the edge stone of a drainage irrigation facility 2 includes flat stone 10 and isolation stone 20, wherein a side of the flat stone 10 near the isolation stone 20 is provided with a longitudinal drainage groove 30 and the isolation stone.
- the drainage holes 40 formed on the end faces on both sides of the two sides are in communication with a plurality of uniformly distributed drainage holes 40 provided in the middle, and form a channel of water flow.
- the bottom edges of the drainage holes 40 on the partition stone 20 are flush with the bottom of the flat stone longitudinal drainage groove 30 and are circular.
- the drainage holes 40 on the two sides of the partition stone 20 and the longitudinal drainage grooves are circular.
- the lower edges of 30 are flush with each other, and are semi-circular arc-shaped grooves, and two adjacent isolation stones are built together to form a circular drainage hole 40.
- the flat stone 20 and the spacer stone 30 may be L-shaped or ⁇ 1-shaped.
- the flat stone 20 and the isolation stone 30 may be integrally formed or spliced. Please refer to FIG. 7.
- the flat stone 20 and the isolation stone 30 are in the form of splicing, the flat stone 20 is horizontally laid on both sides or one side of the road, and the upper surface thereof is flush with the road surface 7, and the isolation stone 20 is tight.
- the flat stone 10 is built vertically, and its upper surface is higher than the road surface, while the green space A is set along the outside of the isolation stone 20, and the height of the site surface e is lower than the lower edge of the water outlet of the isolation stone drainage hole 40 . To form a certain drop elevation.
- the edge stone can be directly placed on both sides of the road or On the side, the top surface of the isolation stone 20 is higher than the pavement, the top surface of the flat stone 10 is flush with the pavement 7, and the green space A is arranged along the outside of the isolation stone 20, and the site surface height e is lower than the isolation stone
- the lower edge of the water outlet of the drainage hole 40 forms a certain drop height.
- a retaining stone of a third type of drainage and irrigation facility includes flat stone 10, isolation stone 20, and isolation stone 20 '.
- the flat stone 10 is a structure with horizontal plugs at both ends.
- a groove 30 ' is provided in the middle of the side, and the groove 30' communicates with a plurality of drainage holes 40 provided on the isolation stone 20.
- the top of the isolation stone 20 is higher than the top of the isolation stone 20 'and the isolation stone 20' is attached.
- the top is higher than the top of the flat stone 10, the top of the flat stone is flush with the upper opening of the groove 3 (, and is higher than the drainage hole 40 of the partition stone 20, and an external overflow groove 12 is formed between the partition stone 20 'and the partition stone.
- the flat stone 10, the isolation stone 20 and the attached isolation stone 20 ' may be combined into a U-shaped body.
- the flat stone 10 and the isolation stone 20 ′ may also be an integrally formed L-shape, and form a U-shaped body with the isolation stone 20.
- the flat stone 10, the isolation stone 20 and the attached isolation stone 2 () may be integrally formed or spliced.
- the retaining stone is placed at one end of the planting area A, the outside of the isolation stone 20 is the planting area A, and the ground surface height e is lower than the lower edge of the isolation stone drainage hole 40 to form a certain drop.
- the rainwater enters the flat stone groove 3 (K and flows into the green space through the isolation stone drainage hole 40, while the attached isolation stone 2 (T acts as a stop for rainwater outflow.
- a retaining stone of the fourth drainage and irrigation facility has a structure basically the same as that of Embodiment 3, except that an overflow port 23 can be further provided at an appropriate position of the isolation stone 20 '. And an overflow pipe 24 connected to the overflow port 23.
- the flat stone 10, the isolation stone 20 and the isolation stone 2 (K) can also be placed at one end of the slope-shaped planting area.
- the inside of the isolation stone 20 is the planting area A, and its surface
- the height e is lower than the lower edge of the isolation stone drainage hole 40 to form a certain drop height, so that The water in the slope-shaped planting area flows into the overflow port 23 on the isolation stone 20 'through the isolation stone drainage hole 40, and flows into the next-level slope-shaped terrace through the overflow overflow pipe 24 connected.
- the perimeter stone 50 is a tubular U-shaped structure, and a plurality of drainage holes 51 and The water storage tanks 52 in the pipe communicate with each other, and horizontal plugs 53 are respectively provided on the inner end surfaces of the two sides of the pipe, and there are no horizontal plugs between the surrounding perimeter stones, and there are connected water storage tanks.
- the drainage hole 51 on the pipe wall is higher than the top of the horizontal plug 53.
- the top surface of the horizontal plug is a horizontal plane and is also the starting point a of the drainage.
- the tubular u-shaped surrounding stone is placed at one end of another planting area under the slope, and the drainage hole 51 on the pipe wall is connected to the planting area A. Excessive rainwater or Other water can enter the water storage tank 52 in the pipe through the drainage hole 51 to form a cofferdam of the sloped terraced field, and a certain amount of water can be accumulated.
- the surrounding stone 50 can also be used in conjunction with the above-mentioned retaining stone.
- the present invention can also have the following uses such as:
- the curb isolation stone 2 can also be vertically built on one side of the subgrade 19 of the structure, and the rainwater outlet 6 is lower than the top surface of the subgrade 19 of the structure, and the curb is isolated.
- the top surface of the stone 2 is higher than the road surface 7, and the other end of the road surface is provided with another curb isolation stone 2 and curb flat stone 1.
- the outside of the curb isolation stone 2 is the planting area A, and the roads on both sides of the road are The rainwater outlets 6 of the edge isolation stone 2 communicate with the underground drainage pipes 8 to a municipal dry well 14 respectively.
- the curbstone, edgestone, retaining stone and surrounding stone described in the drainage and irrigation facility of the present invention can be respectively placed at one end of the slope-shaped planting area A according to the needs of the planting area A and the topographical requirements.
- the required longitudinal slopes improve the utilization of water, improve the growth conditions of green plants, and prevent soil erosion.
- the muddy water and clean water on the road can be discharged separately, and the muddy water flows into the green space.
- Muddy water contains a large amount of "organic matter", which can improve soil fertility and benefit plant growth. Pure rainwater flows into underground pipes. It reduces the siltation of pipelines, pollution of river water bodies, and complicated cleaning work.
- Drainage troughs can be used instead of longitudinal slopes, which reduces costs.
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Abstract
Description
一种排水灌溉的方法、 设施及其应用 技术领域 Method, facility and application of drainage irrigation
本发明涉及排水灌溉的方法、 设施及其应用, 尤指一种适用于各种 道路、 建筑物顶部绿化、 绿地以及有土种植场地或荒山坡地排水灌溉的 方法、 设施及其应用。 背景技术 The present invention relates to drainage irrigation methods, facilities, and applications, and more particularly, to a method, facility, and application for drainage irrigation on various roads, the tops of buildings, green spaces, and soil plantations or barren hillsides. Background technique
道路、 排水管网、 绿化工程等是城市重要的基础设施,这些设施的运 行直接影响城市环境的质量。 传统道路的路缘隔离砌筑构件一般由路缘 隔离石与路缘平石组合而成, 其中, 路缘平石被水平铺设于道路的两侧 或一侧, 其上表面与路面齐平, 路缘隔离石则紧靠路缘平石垂直砌筑在 道路的最外侧, 其上表面高出路面。 为了便于雨水的排放, 在道路上每 间隔一定距离 (一般是 30 ~ 50米) 会设置一块路缘隔离石雨水排放口, 或者在应该砌筑路缘隔离石雨水排放口的位置处铺设雨水排放口专用蓖 子, 该雨水排放口管接于铺设在地下的地下管道。 Roads, drainage networks, and greening projects are important urban infrastructures. The operation of these facilities directly affects the quality of the urban environment. Curb-isolated masonry components of traditional roads are generally composed of curb-isolated stones and curb-level flat stones. Among them, curb-level flat stones are laid horizontally on both sides or one side of the road, and their upper surfaces are flush with the road surface. The isolation stone is laid vertically next to the curb flat stone on the outermost side of the road, and its upper surface is higher than the road surface. In order to facilitate the drainage of rainwater, a curb-isolated stone rainwater discharge opening will be set at a certain distance on the road (usually 30 to 50 meters), or rainwater drainage should be laid at the location where the curb-isolated stone rainwater discharge opening should be built. The special castor for the mouth is connected to the underground pipe laid underground.
为提高雨水排放的速度和效率, 以往道路雨水排放口应设置于该道 路上的最低位置, 因此, 必要时还会设置道路纵坡, 也就是说路面沿道 路的纵向具有一定的倾钭坡度, 雨水排放口或专用雨水排放装置则被设 置在道路纵坡的最低位置处。 In order to improve the speed and efficiency of rainwater discharge, in the past, rainwater drains on roads should be set at the lowest position on the road. Therefore, if necessary, a longitudinal slope of the road will also be set, that is, the road has a certain inclination slope along the longitudinal direction of the road. A rainwater drain or a dedicated rainwater drainage device is set at the lowest position on the longitudinal slope of the road.
如日本专利, 公开号 6- 248610所揭示的文件中, 如图 1 3所示, 在具有一 定坡度的车道面中间绿化隔离带两侧, 分别砌筑有一排路缘隔离石, 每块路 缘隔离石上都均匀镶嵌有两块透水预制块, 砌筑时, 要使各透水预制块的底 部与车道面齐平。 当降雨或进行道路保洁冲洗时, 车道面上的雨水或冲洗水 可顺着预制块的孔隙流入绿化隔离带的土壤里灌溉植物(如箭头所示方向), 而水中所夹带的泥砂及其它杂物则被隔置在路缘隔离石与车道面之间, 必须 定期地进行清淤疏通等护理工作, 要耗费大量的人力和费用。 For example, in the document disclosed in Japanese Patent Publication No. 6-248610, as shown in FIG. 13, on both sides of the green belt in the middle of the lane surface with a certain slope, a row of curb spacers are respectively built, and each curb The barrier stones are uniformly inlaid with two permeable prefabricated blocks. When laying, the bottom of each permeable precast block should be flush with the driveway surface. When raining or road cleaning and flushing, the rainwater or flushing water on the lane surface can flow into the soil of the green isolation zone along the pores of the prefabricated block to irrigate the plants (as indicated by the arrow), and the mud and sand entrained in the water The object is separated between the curb and the road surface. It must be Regularly carrying out nursing work such as dredging and dredging will consume a lot of manpower and costs.
又如德国专利, DE 295 08 680 ϋΐ一案所揭示的文件中, 如图 14所示, 在坡形路面道路两侧分别铺设一排路缘隔离石, 相邻两块路缘隔离石间皆形 成有排水口的, 各排路缘隔离石外侧为坡地绿化隔离带或种植区域。 当降雨 或进行道路保洁冲洗时, 雨水或冲洗水可顺着道路的坡度经路缘隔离石的排 水口直接流入绿化隔离带或种植区域进行灌溉。 若雨水很大时, 极易损伤植 物及造成水土流失和水资源的浪费。 Another example is the document disclosed in the German patent, DE 295 08 680 (1). As shown in FIG. 14, a row of curb spacers are laid on both sides of the sloped pavement road. Where drainage outlets are formed, the sloping green belts or planting areas are located on the outer side of the isolation stones at each edge of the curb. When raining or road cleaning and flushing, rainwater or flushing water can flow directly along the slope of the road through the drainage outlet of the curb stone into the green belt or planting area for irrigation. If the rain is heavy, it is easy to damage the plants and cause soil erosion and water waste.
又如法国专利, Ν° 1. 368. 655—案所揭示的文件中, 如图 15所示, 在道 路两侧分别铺设一排预设有倾钭管接头的路缘隔离石。 各管接头管接于地下 排水管后一同埋入地下。 路缘隔离石断面呈 L形, 铺设时各路缘隔离石顶面 与人行道面齐平, 其底端上面相内倾斜, 预设管接头开口的下部与其倾斜上 面的内缘齐平。 当降雨或进行道路保洁冲洗时, 雨水或冲洗水可顺着管接头 的开口直接经接管流入地下排水管排走, 而夹杂有泥砂或其它杂物的混水浊 流会造成管道的污染和淤堵, 必带来大量的清淤工作和费用, 并且也浪费了 大量的水资源。 Another example is the French patent, No. 1.368.655-disclosed in the document, as shown in FIG. 15, a row of curb spacers preset with pouring pipe joints are laid on both sides of the road. The pipe joints are connected to the underground drainage pipe and buried together. The cross-section of the curb-isolation stone is L-shaped. When laying, the top surface of each curb-isolation stone is flush with the sidewalk surface, and its bottom end is inclined inward. The lower part of the preset pipe joint opening is flush with the inner edge of the inclined upper surface. When raining or road cleaning and flushing, rainwater or flushing water can be drained through the joint directly into the underground drainage pipe along the opening of the pipe joint, and the turbid flow of mixed water containing mud or other debris will cause pollution and siltation of the pipeline. Blocking must bring a lot of dredging work and costs, and also waste a lot of water resources.
以上习有技术均给道路保洁及养护工作带来很多不便。 而路面的保洁清 淤工作成本高,劳动强度大,而且作业时产生扬尘,清扫不彻底会造成持续污 染等缺点。 另外, 降雨或浇灌道路两侧绿地及绿化隔离带时, 将造成水土流 失,污染和淤堵道路地下排水管道,对下游水体也必然造成污染, 故现有路缘 设施在降雨时, 将导致绿地或绿化隔离带的泥砂杂物被冲排到路面上,再冲 排到地下管道和江河湖中,不但造成水土流失,还会造成连锁、 持续污染的问 题。 发明内容 The above-mentioned conventional techniques have brought a lot of inconvenience to road cleaning and maintenance work. The pavement cleaning and dredging work has high costs, high labor intensity, and generates dust during operation. Incomplete cleaning will cause continuous pollution and other shortcomings. In addition, when raining or irrigating the green space and green belts on both sides of the road, it will cause soil erosion, pollute and block the underground drainage pipes of the road, and inevitably cause pollution to the downstream water bodies. Therefore, the existing roadside facilities will cause green space during rainfall. Or the debris from the green belt is flushed onto the pavement, and then flushed into underground pipes and rivers and lakes, which not only causes soil erosion, but also causes chain and continuous pollution problems. Summary of the Invention
本发明的目的在于: 提供一种排水灌溉的方法及其设施, 降雨或冲洗路 面时, 一方面可使地面上的泥砂和其它杂物滞留在绿地或绿化隔离带内,避 免污染淤堵排水系统和污染下游水体,防止水土流失,又可合理调配绿地或绿 化隔离带的用水量及扩大吸纳利用外来水资源,改善道路及绿地或绿化隔离 带的环境质量,以确保种绿地或绿化隔离带的水土保持和满足其植物生长自 然条件的需要。 The purpose of the present invention is to provide a drainage irrigation method and a facility thereof. On the one hand, when the rain or the road is washed, the sand and other debris on the ground can be retained in a green space or a green belt to avoid Prevent pollution, block drainage system and pollute downstream water bodies, prevent soil erosion, and reasonably allocate water for greenbelts or greenbelts and expand the absorption and utilization of external water resources, improve the environmental quality of roads and greenbelts or greenbelts to ensure species The soil and water conservation of the green space or the green belt and the need to meet the natural conditions for plant growth.
本发明的又一目的在于: 提供一种排水灌溉的方法及其设施, 其可提供 基硇设施建设所需的多种结构形式的路缘石, 以适用于硬质地面的排水、 道 路的排水, 及保护建筑物顶部的绿化、 绿地或绿化隔离带、 有土种植场地, 以及荒山坡地等砌筑的不同需要。 Another object of the present invention is to provide a drainage irrigation method and a facility thereof, which can provide curbstones of various structural forms required for infrastructure construction, which are suitable for drainage of hard ground and drainage of roads. And protect the different needs of masonry such as greening, green space or green belts, soil planting sites, and barren hillsides.
本发明的技术方案是这样实现的: 一种排水灌溉的方法, 适用于雨 水或路面用水, 主要包括两个步骤: 初期的绿地灌溉过程和后期的雨水 排放过程, 其一将降雨之初的雨水及冲洗道路的、 夹有杂物的浑水通过 排水灌溉设施的排水孔流入植物区域, 以供植物生长的养分和 ^分; 其 二若持续降雨, 雨水达到一定的水位线时, 又可通过该排水灌溉设施的 雨水口, 将清洁的水排入地下管道及相应的连接管线, 将清水流进池窖 存储或流入河流湖泊, 再经蒸发形成自然界的生态循环。 The technical solution of the present invention is implemented as follows: A method of drainage irrigation, which is suitable for rainwater or road water, mainly includes two steps: the initial green land irrigation process and the later rainwater discharge process. And muddy water with debris flushing the road flows into the plant area through the drainage holes of the drainage irrigation facility to provide nutrients and nutrients for plant growth. Second, if the rain continues, when the rain reaches a certain water level, it can pass again The rainwater outlet of the drainage and irrigation facility discharges clean water into underground pipelines and corresponding connecting pipelines, and flows clean water into ponds for storage or into rivers and lakes, and then evaporates to form a natural ecological cycle.
所述排水灌溉的工艺条件应满足: 所述路面排水启点高度为 b , 雨水 口排水启点高度为 a , 路缘排水或灌溉排水启点高度为 C, 绿地悬浮物截 止点高度为 d, 绿地积水启点高度为 e。 The technical conditions of the drainage irrigation should satisfy: the pavement drainage starting point height is b, the gully drainage starting point height is a, the curb drainage or irrigation drainage starting point height is C, and the green space suspended matter height is d. The starting height of standing water in green land is e.
一种排水灌溉设施之一的路缘石, 包括路缘平石与路缘隔离石, 其 特征在于: 所述路缘平石的上表面设有纵向排水槽, 路缘隔离石的两侧 端面上设有弧形凹槽, 相邻路缘隔离石之间则形成隔离石排水孔, 所述 纵向排水槽与隔离石排水孔相互连通組成水流排放通路。 A curb stone, which is one of drainage irrigation facilities, comprises curb flat stone and curb spacer stone, which is characterized in that: the upper surface of the curb flat stone is provided with a longitudinal drainage groove, and the side surfaces of the curb partition stone are provided with An arc-shaped groove, a drainage hole for the isolation stone is formed between the isolation stones on the adjacent curb, and the longitudinal drainage groove and the drainage hole for the isolation stone communicate with each other to form a water flow discharge path.
所述间隔一定距离的路缘隔离石上还设有与地下管道连通的雨水 口, 所述隔离石排水孔的最高点低于该雨水口的下沿。 Rainwater outlets communicating with underground pipelines are also provided on the curbstones separated by a certain distance, and the highest point of the drainage hole of the stone is lower than the lower edge of the rainwater outlet.
所述隔离石排水孔的弧形凹槽是截面呈半圆孔形的直槽或钭槽, 其 出水口与入水口的高度可平设, 也可设适度的落差。 一种排水灌溉设施之二的边缘石, 包括平石和隔离石, 其特征在于: 所述平石靠近隔离石的一侧设有一纵向排水槽与隔离石两侧端面所开设 的排水孔及设在其中部的多个均布的排水孔相连通, 并形成一水流的通 道。 The arc-shaped groove of the isolation stone drainage hole is a straight groove or a trough with a semi-circular hole cross-section, and the height of the water outlet and the water inlet can be set flat, or a moderate drop can be set. A kind of edge stone of drainage and irrigation facility 2 includes flat stone and spacer stone, which is characterized in that: a side of the flat stone close to the spacer stone is provided with a vertical drainage groove and drainage holes opened on both sides of the spacer stone and provided therein; A plurality of uniformly distributed drainage holes in the part communicate with each other and form a channel of water flow.
所述平石与隔离石间可呈 L型或 "j型。 The flat stone and the isolation stone may be L-shaped or "j-shaped".
所述平石与隔离石, 二者之间可为一体成型或为拼接形式。 The flat stone and the isolation stone may be integrally formed or spliced.
所述平石与隔离石为拼接形式时, 所述平石水平铺设在道路的两侧 或一侧, 其上表面与路面齐平, 隔离石紧靠平石竖直砌筑在外, 其上表 面高出路面, 而绿地 A 则沿着隔离石的外侧设置, 且场地表高度 e要低 于所述隔离石排水孔的出水口下沿, 形成一定的落差高程。 When the flat stone and the isolation stone are in the form of splicing, the flat stone is horizontally laid on both sides or one side of the road, and its upper surface is flush with the road surface, and the isolation stone is vertically built next to the flat stone, and its upper surface is higher than the road surface. The green space A is set along the outer side of the isolation stone, and the ground surface height e is lower than the lower edge of the water outlet of the drainage hole of the isolation stone to form a certain drop height.
一种排水灌溉设施之三的挡缘石, 包括平石、 隔离石, 其特征在于: 还包括附隔离石, 其平石为两端有横堵的结构体, 其一侧边的中部设有 凹槽, 该凹槽与隔离石上所设的多个排水孔相通, 其隔离石顶部高于附 隔离石顶部, 附隔离石顶部高于平石顶部, 平石顶部与凹槽的上口相平, 高于隔离石的排水孔, 而隔离石与附隔离石之间形成一外溢水槽。 A retaining stone for drainage irrigation facility No. 3 includes flat stone and spacer stone, which is characterized by: it also includes attached stone, the flat stone is a structure with horizontal plugs at both ends, and a groove is provided in the middle of one side. The groove is in communication with a plurality of drainage holes provided on the isolation stone. The top of the isolation stone is higher than the top of the attached stone, the top of the attached stone is higher than the top of the flat stone, and the top of the flat stone is equal to the upper mouth of the groove and higher than the isolation stone. A drainage hole is formed between the isolation stone and the attached isolation stone.
所述平石、 隔离石及附隔离石, 三者间可组合成一 1 型体。 The flat stone, the isolating stone and the isolating stone may be combined into a 1-type body.
所述平石与附隔离石可为一体成型的 L 型, 并与隔离石组成一 U型 体。 The flat stone and the spacer stone may be integrally formed into an L-shape, and form a U-shaped body with the spacer stone.
所述平石、 隔离石及附隔离石, 三者间可为一体成型或为拼接形式。 所述附隔离石的适当位置处还可设有溢水口及与溢水口相连接的溢 水管道, 该挡缘石为排水灌溉设施之四。 The flat stone, the isolating stone and the isolating stone may be integrally formed or spliced. An overflow port and an overflow pipe connected to the overflow port may also be provided at the appropriate position of the isolation stone, and the retaining stone is the fourth of drainage and irrigation facilities.
一种排水灌溉设施之五的围缘石, 其特征在于: 所述围缘石为一管 状的 U型结构体, 其管形围沿一侧的管壁上设有多个排水孔与管内的积 水槽相通, 管体的两侧内端面分别设有横堵, 也可不设横堵。 A peripheral stone of drainage and irrigation facility No. 5 is characterized in that: the peripheral stone is a tubular U-shaped structure, and a plurality of drainage holes and a water reservoir in the tube are provided on a tube wall along one side of the tube-shaped enclosure. Connected to each other, horizontal plugs are provided on the inner end surfaces of the two sides of the pipe body, respectively.
所述路缘隔离石还可竖直砌筑在构筑物路基的一侧, 其雨水口低于该构 筑物路基的顶面, 而路缘隔离石的顶面高于路面, 而相对路面的另一端则设 有另一路缘隔离石及路缘平石', 该路缘隔离石的外侧为种植区域, 且路面两 侧的路缘隔离石的雨水口分别与地下排水管道连通至一市政干井。 The curb spacer can also be built vertically on one side of the subgrade of the structure, the rainwater outlet is lower than the top surface of the subgrade of the structure, the top surface of the curb spacer is higher than the road surface, and the other end of the road surface is opposite Assume There is another curb isolation stone and curb flat stone '. The outside of the curb isolation stone is a planting area, and the rainwater outlets of the curb isolation stone on both sides of the road surface communicate with the underground drainage pipe to a municipal dry well, respectively.
所述路缘石、 边缘石、 挡缘石及围缘石, 均可根椐种植区域的需要、 地形的要求, 分别放置在坡形种植区的一端、 道路的一侧或两侧、 及荒 山坡地的适当位置处, 并通过各自的地下管道与一排水总管相连, 并经 排水总管与一排水沟相结合使用。 附图概述 The curbstone, marginal stone, retaining stone, and surrounding stone can all be placed at one end of the slope-shaped planting area, one or both sides of the road, and the appropriateness of the barren hillside, according to the needs of the planting area and the terrain. It is connected to a drainage main pipe through its own underground pipeline and is used in combination with a drainage ditch via the drainage main pipe. Overview of the drawings
图 1、 为本发明的工作流程图。 FIG. 1 is a working flowchart of the present invention.
图 2、 为本发明实施例一路缘石的结构示意图。 FIG. 2 is a schematic structural diagram of a curb stone according to a first embodiment of the present invention.
图 3、 为本发明实施例一初期灌溉绿地的工作原理图。 FIG. 3 is a working principle diagram of an initial irrigation green space in Embodiment 1 of the present invention.
图 4、 为本发明实施例一后期排入地下管道的工作原理图。 FIG. 4 is a working principle diagram of the underground pipeline discharged into the underground in the first embodiment of the present invention.
图 5、 为本发明实施例一路缘排水结构工艺图。 FIG. 5 is a process drawing of a curb drainage structure according to a first embodiment of the present invention.
图 6、 为本发明实施例二边缘石的结构示意图。 FIG. 6 is a schematic structural diagram of an edge stone according to Embodiment 2 of the present invention.
图 7、 为本发明实施例二的工作状态示意图。 FIG. 7 is a schematic diagram of a working state according to the second embodiment of the present invention.
图 8、 为本发明实施例三挡缘石的结构示意图。 FIG. 8 is a schematic structural diagram of a third blocking stone according to Embodiment 3 of the present invention.
图 9、 为本发明实施例三的工作状态示意图。 FIG. 9 is a schematic diagram of a working state according to the third embodiment of the present invention.
图 10、 为本发明实施例四挡缘石的结构示意图。 FIG. 10 is a schematic structural diagram of an edge stone according to the fourth embodiment of the present invention.
图 11、 为本发明实施例四的工作状态示意图。 FIG. 11 is a schematic diagram of a working state according to the fourth embodiment of the present invention.
图 12、 为本发明实施例五围缘石的结构示意图。 FIG. 12 is a schematic structural diagram of a fringe stone according to an embodiment of the present invention.
图 13、 为本发明实施例六的工作状态示意图。 FIG. 13 is a schematic diagram of a working state of Embodiment 6 of the present invention.
图 14、 为本发明实施例七的工作状态示意图。 FIG. 14 is a schematic diagram of a working state of Embodiment 7 of the present invention.
图 15、 为习有技术的结构示意图 (一) 。 Figure 15. Schematic diagram of the conventional technology (1).
图 16、 为习有技术的结构示意图 (二) 。 Figure 16. Schematic diagram of Xi'an technology (2).
图 17、 为图 16的外观立体示意图。 FIG. 17 is a schematic perspective view of the appearance of FIG. 16.
图 18、 为习有技术的结构示意图 (三) 。 图 19、 为图 18的俯视示意图。 本发明的实施方式 Figure 18 is a schematic diagram of the conventional technology (3). FIG. 19 is a schematic top view of FIG. 18. Embodiments of the invention
以下通过具体实施例详细说明本发明方案的实施和所具有的有益效 果, 旨在帮助阅读者更好的了解本发明的创新性所在, 现结合图示说明 如下: The following describes the implementation of the solution of the present invention and the beneficial effects thereof in detail through specific embodiments, in order to help readers better understand the innovation of the present invention. The following description with reference to the illustration is as follows:
请参见图 1所示, 为本发明的工作流程图, 一种排水灌溉的方法, 适 用于雨水或路面用水, 主要包括两个步骤: 初期的绿地灌溉过程和后期 的雨水排放过程, 其一将降雨之初的雨水及冲洗道路的、 夹有杂物的浑 水通过排水灌溉设施的排水孔流入植物区域 , 以供植物生长的养分和水 分; 其二若持续降雨, 雨水达到一定的水位线时, 又可通过该排水灌溉 设施的雨水口, 将清洁的水排入地下管道及相应的连接管线, 将清水流 进池窖存储或流入河流湖泊, 再经蒸发形成自然界的生态循环。 本发明 的设计构思是想将降雨之初的雨水及冲洗道路的、 夹杂 "有机物" 的浑 水通过排水灌溉设施的排水孔流入植物区域, 以供植物生长的养分和水 分; 若持续降雨, 雨水达到一定的水位线时, 又可通过排水灌溉设施的 雨水口, 将清洁的水排入管道沟渠及相应的连接管线, 将清水流进池窖 存储或流入河流湖泊, 再经蒸发以形成自然界的生态循环。 Please refer to FIG. 1, which is a working flowchart of the present invention. A drainage irrigation method, suitable for rainwater or road water use, mainly includes two steps: the initial green land irrigation process and the later rainwater discharge process. The rainwater at the beginning of the rain and the muddy water that flushes the road through the drainage holes of the drainage irrigation facility flows into the plant area for nutrients and moisture for plant growth. Second, if the rain continues, the rainwater reaches a certain water level Through the rainwater outlet of the drainage and irrigation facility, clean water can be discharged into underground pipelines and corresponding connecting pipelines, and fresh water can be stored in ponds or rivers and lakes, and then evaporated to form a natural ecological cycle. The design concept of the present invention is to flow the rainwater at the beginning of the rain and the muddy water mixed with "organic matter" into the plant area through the drainage holes of the drainage irrigation facility to provide nutrients and water for plant growth; if the rainfall continues, the rainwater When the water level reaches a certain level, clean water can be discharged into the pipelines and ditches and the corresponding connecting pipelines through the rainwater outlets of the drainage and irrigation facilities, and the fresh water is flowed into the pool cellar for storage or into rivers and lakes, and then evaporated to form a natural environment. Ecological cycle.
实施例 1 Example 1
请参见图 2所示、 一种排水灌溉设施之一的路缘石, 包括路缘平石 1 与路缘隔离石 2 , 其中路缘平石 1的上表面设有纵向排水槽 3, 路缘隔离石 2的两侧端面上设有弧形凹槽, 相邻路缘隔离石 2之间则形成隔离石排水 孔 4, 所述纵向排水槽 3与隔离石排水孔 4相互连通組成水流排放通路。 Please refer to FIG. 2, a curb stone, which is one of drainage and irrigation facilities, includes curb flat stone 1 and curb partition stone 2, wherein the upper surface of curb flat stone 1 is provided with a longitudinal drainage groove 3 and curb partition stone 2 Arc-shaped grooves are provided on the end surfaces of both sides, and isolation stone drainage holes 4 are formed between adjacent curb isolation stones 2. The longitudinal drainage groove 3 and the isolation stone drainage holes 4 communicate with each other to form a water flow discharge path.
所述具有间隔一定距离的路缘隔离石 2上还设有与地下管道 8连通的 雨水口 6, 且雨水口 6呈"!型, 可挡止绿地 A的浑水进入雨水口 6 , 所述隔 离石排水孔 4的最高点低于该雨水口 6的下沿。 所述纵向排水槽 3设置在所述路缘平石 1上贴近所述路缘隔离石 2上的 上边棱处, 是在所述路缘平石 1上表面完整地沿着该贴合边下切而形成的 一个凹槽。 A rainwater outlet 6 communicating with the underground pipeline 8 is also provided on the curb-shaped isolation stone 2 with a certain distance, and the rainwater outlet 6 is in the shape of "!", Which can stop the muddy water of the green space A from entering the rainwater outlet 6, The highest point of the isolation stone drainage hole 4 is lower than the lower edge of the rainwater outlet 6. The longitudinal drainage groove 3 is disposed on the curb flat stone 1 near the upper edge of the curb spacer stone 2 and is formed by cutting the upper surface of the curb flat stone 1 completely along the bonding edge. A groove.
所述隔离石排水孔 4横贯所述相邻两路缘隔离石 2的整个侧面, 其贴 近路缘平石 1的一端为入水口, 位于所述路缘隔离石 2最外侧的另一端为 出水口, 其入水口下沿与所述路缘平石的纵向排水槽 3的下沿对齐, 其出 水口比入水口的高度略低, 形成一定的水平落差, 也可平行设置。 The isolation stone drainage hole 4 traverses the entire side of the two adjacent curb isolation stones 2. One end of the isolation stone close to the curb flat stone 1 is a water inlet, and the other end of the curb isolation stone 2 is an water outlet The lower edge of the water inlet is aligned with the lower edge of the longitudinal drainage groove 3 of the curb flat stone, and the height of the water outlet is slightly lower than the water inlet, forming a certain level drop, and can also be set in parallel.
所述纵向排水槽 3是在所述的路缘平石上 1与所述路缘隔离石 2贴近的 贴合边处下切的半弧形凹槽, 并在该凹槽适宜位置上还可开设与隔离石 排水孔 4相对应的切口, 也可不设该切口 (图中未示) 。 The longitudinal drainage groove 3 is a semi-arc groove cut down at the close edge of the curb flat stone 1 and the curb spacer stone 2, and an appropriate position can be opened at the appropriate position of the groove. The cutout corresponding to the drainage hole 4 of the isolation stone may not be provided (not shown).
所述隔离石排水孔 4 的弧形凹槽是截面呈半圓孔形的直槽或斜槽, 其出水口与入水口的高度可平设, 也可设适度的落差。 The arc-shaped groove of the isolation stone drainage hole 4 is a straight groove or an inclined groove with a semi-circular hole cross-section, and the height of the water outlet and the water inlet can be set flat, or a moderate drop can be set.
根据上述路缘石的结构特征, 其排水灌溉的方法是: 请参见图 3- 4所 示。 According to the structural characteristics of the curb stone mentioned above, the method of drainage and irrigation is as follows: please refer to Figure 3-4.
1、 初期的绿地灌溉过程, 是将路缘平石 1水平铺设于道路的两侧或 一侧, 其上表面与路面 7齐平, 路缘隔离石 2则紧靠路缘平石 1竖直砌筑在 夕卜, 其下部被砌筑在一底座 21内, 其上表面高出路面; 而道路两旁的绿 地 A则沿着路缘隔离石 2的外侧设置, 并且场地表高度 e要低于所迷隔离 石排水孔 4的出水口下沿, 形成一定的落差高程, 使降雨之初的雨水 9可 沿着路缘平石的排水槽 3与路缘隔离石排水孔 4組成的水流排放通路经隔 离石排水孔 4的出水口排放到绿地 A。 1. In the initial green land irrigation process, the curb flat stone 1 is laid horizontally on both sides or one side of the road, and its upper surface is flush with the pavement 7, and the curb barrier stone 2 is built vertically next to the curb flat stone 1. In Xibu, the lower part is built in a base 21, the upper surface of which is higher than the road surface; and the green space A on both sides of the road is set along the outside of the curb isolation stone 2, and the site surface height e is lower than the fan The lower edge of the water outlet of the isolation stone drainage hole 4 forms a certain drop height, so that the rainwater 9 at the beginning of the rainfall can pass the drainage flow path composed of the drainage groove 3 of the curb flat stone and the drainage hole 4 of the curb separation stone via the isolation stone. The water outlet of the drainage hole 4 is discharged to the green area A.
2、 后期的雨水排放过程, 是在道路上每间隔一定距离在路缘隔离石 上设有雨水口 6 , 该雨水口 6与地下管道 8连通, 所述隔离石排水孔 4的最 高点应 于该雨水口 6的下沿 b , 当绿地 A的水积满后, 水面会升高至 a超 过雨水口的高度, 而沿着雨水口流入到地下管道 8 , 路缘隔离石的雨水口 6还能够有效阻止绿地中的悬浮物流进雨水口 6, 使流入雨水口的水基本 是已被澄清的雨水, 以避免地下管道 8及河床的淤积和阻塞, 从而减少了 清淤疏通等养护工序或其劳动强度。 2. In the later rainwater discharge process, a rainwater outlet 6 is provided on the roadside isolation stone at a certain distance on the road. The rainwater outlet 6 communicates with the underground pipeline 8. The highest point of the isolation stone drainage hole 4 should be The lower edge b of the rainwater outlet 6, when the green area A is full of water, the water surface will rise to a above the height of the rainwater outlet, and along the rainwater inlet into the underground pipe 8, the rainwater outlet 6 of the roadside isolation stone can still Effectively prevent the suspended flow in the green space from entering the rainwater outlet 6, so that the water flowing into the rainwater outlet is basically It is clarified rainwater to avoid siltation and blockage of underground pipelines 8 and riverbeds, thereby reducing maintenance procedures such as dredging and dredging or their labor intensity.
所述排水灌溉工艺条件应满足: 请参见图 5 所示、 所述路面排水启 点高度为 b , 雨水口排水启点高度为 a, 路缘排水或灌溉排水启点高度为 C, 绿地悬浮物截止点高度为 d, 绿地积水启点高度为 e, 其中 a与 b的 高度需要按路面宽度及坡度计算, 其它各点的间距也应该视环境条件而 具体设置。 The conditions of the drainage and irrigation process should meet the requirements: Please refer to Figure 5, the pavement drainage starting point height is b, the gully drainage starting point height is a, the curb drainage or irrigation drainage starting point height is C, and the green space suspended matter The height of the cut-off point is d, and the height of the starting point of green water accumulation is e. The heights of a and b need to be calculated according to the width and slope of the pavement. The distance between other points should also be set according to the environmental conditions.
所述 b与 C之间的高程为 6厘米, b与 d之间的高程约为 12厘米, d 与 e之间的高程约为 5厘米。 The elevation between b and C is 6 cm, the elevation between b and d is approximately 12 cm, and the elevation between d and e is approximately 5 cm.
实施例 2 Example 2
请参见图 6、 7所示、 一种排水灌溉设施之二的边缘石, 包括平石 1 0 和隔离石 20 , 其中所述平石 10靠近隔离石 20的一侧设有一纵向排水槽 30与隔离石 20两侧端面所开设的排水孔 40及设在其中部的多个均布的 排水孔 40相连通, 并形成一水流的通道。 Please refer to FIG. 6 and FIG. 7, the edge stone of a drainage irrigation facility 2 includes flat stone 10 and isolation stone 20, wherein a side of the flat stone 10 near the isolation stone 20 is provided with a longitudinal drainage groove 30 and the isolation stone. The drainage holes 40 formed on the end faces on both sides of the two sides are in communication with a plurality of uniformly distributed drainage holes 40 provided in the middle, and form a channel of water flow.
所述隔离石 20上的多个排水孔 40, 其中部的排水孔底缘与平石纵向 排水槽 30底部相平, 为圆形, 而位于隔离石 20两侧端面的排水孔 40与 纵向排水槽 30的下缘相平相通, 为半圆弧形凹槽, 且两相邻隔离石砌筑 在一起则形成一圆形的排水孔 40。 The bottom edges of the drainage holes 40 on the partition stone 20 are flush with the bottom of the flat stone longitudinal drainage groove 30 and are circular. The drainage holes 40 on the two sides of the partition stone 20 and the longitudinal drainage grooves are circular. The lower edges of 30 are flush with each other, and are semi-circular arc-shaped grooves, and two adjacent isolation stones are built together to form a circular drainage hole 40.
所述平石 20与隔离石 30间可呈 L型或 ~1型。 The flat stone 20 and the spacer stone 30 may be L-shaped or ~ 1-shaped.
所述平石 20与隔离石 30, 二者之间可为一体成型或为拼接形式。 请参见图 7 所示、 使用时, 当平石 20与隔离石 30为拼接形式时, 所述平石 20水平铺设在道路的两侧或一侧, 其上表面与路面 7齐平, 隔 离石 20 紧靠平石 10竖直砌筑在外, 其上表面高出路面, 而绿地 A则沿 着隔离石 20 的外侧设置, 且场地表高度 e要低于所述隔离石排水孔 40 的出水口下沿, 形成一定的落差高程。 The flat stone 20 and the isolation stone 30 may be integrally formed or spliced. Please refer to FIG. 7. In use, when the flat stone 20 and the isolation stone 30 are in the form of splicing, the flat stone 20 is horizontally laid on both sides or one side of the road, and the upper surface thereof is flush with the road surface 7, and the isolation stone 20 is tight. The flat stone 10 is built vertically, and its upper surface is higher than the road surface, while the green space A is set along the outside of the isolation stone 20, and the height of the site surface e is lower than the lower edge of the water outlet of the isolation stone drainage hole 40 . To form a certain drop elevation.
当平石与隔离石一体成型时, 可直接将边缘石置于道路的两侧或一 侧, 其隔离石 20 的上表面高出路面, 平石 1 0的上表面与路面 7 齐平, 而绿地 A则沿着隔离石 20的外侧设置, 且场地表高度 e要低于所述隔离 石排水孔 40的出水口下沿, 形成一定的落差高程。 When the flat stone and the isolation stone are integrally formed, the edge stone can be directly placed on both sides of the road or On the side, the top surface of the isolation stone 20 is higher than the pavement, the top surface of the flat stone 10 is flush with the pavement 7, and the green space A is arranged along the outside of the isolation stone 20, and the site surface height e is lower than the isolation stone The lower edge of the water outlet of the drainage hole 40 forms a certain drop height.
实施例 3 Example 3
请参见图 8、 9所示、 一种排水灌溉设施之三的挡缘石, 包括平石 10、 隔离石 20 和附隔离石 20', 其平石 1 0 为两端有横堵的结构体, 其一侧 边的中部设有凹槽 30' , 该凹槽 30'与隔离石 20上所设的多个排水孔 40 相通, 其隔离石 20顶部高于附隔离石 20'顶部, 附隔离石 20'顶部高于 平石 1 0 顶部, 平石顶部与凹槽 3( 的上口相平, 高于隔离石 20 的排水 孔 40 , 而附隔离石 20'与隔离石之间形成一外溢水槽 12。 Please refer to Figs. 8 and 9. A retaining stone of a third type of drainage and irrigation facility includes flat stone 10, isolation stone 20, and isolation stone 20 '. The flat stone 10 is a structure with horizontal plugs at both ends. A groove 30 'is provided in the middle of the side, and the groove 30' communicates with a plurality of drainage holes 40 provided on the isolation stone 20. The top of the isolation stone 20 is higher than the top of the isolation stone 20 'and the isolation stone 20' is attached. The top is higher than the top of the flat stone 10, the top of the flat stone is flush with the upper opening of the groove 3 (, and is higher than the drainage hole 40 of the partition stone 20, and an external overflow groove 12 is formed between the partition stone 20 'and the partition stone.
所述平石 1 0、 隔离石 20及附隔离石 20' , 三者间可组合成一 U型体。 所述平石 1 0与附隔离石 20'还可为一体成型的 L型, 并与隔离石 20 组成一 U型体。 The flat stone 10, the isolation stone 20 and the attached isolation stone 20 'may be combined into a U-shaped body. The flat stone 10 and the isolation stone 20 ′ may also be an integrally formed L-shape, and form a U-shaped body with the isolation stone 20.
所述平石 10、 隔离石 20及附隔离石 2 ( , 三者间可为一体成型或为 拼接形式。 The flat stone 10, the isolation stone 20 and the attached isolation stone 2 () may be integrally formed or spliced.
参见图 9、 使用时, 所述挡缘石置于种植区 Α 的一端, 其隔离石 20 外侧为种植区 A, 其地表高度 e低于所述隔离石排水孔 40的下沿, 形成 一定的落差高程, 使雨水进入平石凹槽 3(K内并经隔离石排水孔 40流入 绿地, 而附隔离石 2 (Τ对雨水外流则起到挡止作用。 Referring to FIG. 9, in use, the retaining stone is placed at one end of the planting area A, the outside of the isolation stone 20 is the planting area A, and the ground surface height e is lower than the lower edge of the isolation stone drainage hole 40 to form a certain drop. At an elevation, the rainwater enters the flat stone groove 3 (K and flows into the green space through the isolation stone drainage hole 40, while the attached isolation stone 2 (T acts as a stop for rainwater outflow.
实施例 4 Example 4
请参见图 10 所示、 一种排水灌溉设施之四的挡缘石, 其结构基本与 实施例 3 相同, 不同之处在于: 所述附隔离石 20'的适当位置处还可设 有溢水口 23及与溢水口 23相连接的溢水管道 24。 Please refer to FIG. 10, a retaining stone of the fourth drainage and irrigation facility has a structure basically the same as that of Embodiment 3, except that an overflow port 23 can be further provided at an appropriate position of the isolation stone 20 '. And an overflow pipe 24 connected to the overflow port 23.
请参见图 11 所示、 所述平石 10、 隔离石 20及附隔离石 2 (Κ所构成 的挡缘石也可置于坡形种植区的一端, 其隔离石 20 内侧为种植区 Α, 其 地表高度 e低于所述隔离石排水孔 40的下沿, 形成一定的落差高程, 使 坡形种植区域内的水经隔离石排水孔 40 流入附隔离石 20'上的溢流口 23 , 并经相连通的溢水管道 24流入下一层的坡形梯田。 Please refer to FIG. 11, the flat stone 10, the isolation stone 20 and the isolation stone 2 (K) can also be placed at one end of the slope-shaped planting area. The inside of the isolation stone 20 is the planting area A, and its surface The height e is lower than the lower edge of the isolation stone drainage hole 40 to form a certain drop height, so that The water in the slope-shaped planting area flows into the overflow port 23 on the isolation stone 20 'through the isolation stone drainage hole 40, and flows into the next-level slope-shaped terrace through the overflow overflow pipe 24 connected.
实施例 5 Example 5
请参见图 12 所示、 一种排水灌溉设施之五的围缘石, 其围缘石 50 为一管状的 U型结构体, 其管形围沿一侧的管壁上设有多个排水孔 51与 管内的积水槽 52 相通, 管体两侧的内端面分别设有横堵 53, 而相邻之 间的围缘石之间不设横堵, 其间是相连通的积水槽。 Please refer to FIG. 12, a perimeter stone of the fifth type of drainage and irrigation facilities. The perimeter stone 50 is a tubular U-shaped structure, and a plurality of drainage holes 51 and The water storage tanks 52 in the pipe communicate with each other, and horizontal plugs 53 are respectively provided on the inner end surfaces of the two sides of the pipe, and there are no horizontal plugs between the surrounding perimeter stones, and there are connected water storage tanks.
所述管壁上的排水孔 51 高于横堵 53顶部, 该横堵顶面为一水平面, 也是排水的起点 a。 The drainage hole 51 on the pipe wall is higher than the top of the horizontal plug 53. The top surface of the horizontal plug is a horizontal plane and is also the starting point a of the drainage.
请参见图 11所示、 使用时, 所述管状的 u型围缘石置于坡下另一种植区 域的一端, 其管壁上的排水孔 51与种植区 A相通, 种植区内多余的雨水或其 它用水均可经排水孔 51进入管内的积水槽 52, 以形成该坡地梯田的围堰, 并 可积存一定的水量, 该围缘石 50还可与上述挡缘石配合在一起使用。 Please refer to FIG. 11. In use, the tubular u-shaped surrounding stone is placed at one end of another planting area under the slope, and the drainage hole 51 on the pipe wall is connected to the planting area A. Excessive rainwater or Other water can enter the water storage tank 52 in the pipe through the drainage hole 51 to form a cofferdam of the sloped terraced field, and a certain amount of water can be accumulated. The surrounding stone 50 can also be used in conjunction with the above-mentioned retaining stone.
本发明除以上所述的几种用途外, 还可有以下用途如: In addition to the several uses described above, the present invention can also have the following uses such as:
实施例 6 Example 6
请参见图 13、 3、 4所示、 所述路缘隔离石 2还可竖直砌筑在构筑物路基 19 的一侧, 其雨水口 6低于该构筑物路基 19的顶面, 而路缘隔离石 2的顶面高于 路面 7 , 而相对路面的另一端则设有另一路缘隔离石 2及路缘平石 1, 该路缘 隔离石 2的外侧为种植区域 A, 且路面两侧的路缘隔离石 2的雨水口 6分别与地 下排水管道 8连通至一市政干井 14。 Please refer to FIGS. 13, 3 and 4. The curb isolation stone 2 can also be vertically built on one side of the subgrade 19 of the structure, and the rainwater outlet 6 is lower than the top surface of the subgrade 19 of the structure, and the curb is isolated. The top surface of the stone 2 is higher than the road surface 7, and the other end of the road surface is provided with another curb isolation stone 2 and curb flat stone 1. The outside of the curb isolation stone 2 is the planting area A, and the roads on both sides of the road are The rainwater outlets 6 of the edge isolation stone 2 communicate with the underground drainage pipes 8 to a municipal dry well 14 respectively.
实施例 7 Example 7
请参见图 14、 本发明排水灌溉设施之中所述的路缘石、 边缘石、 挡 缘石及围缘石, 均可根据种植区域 A 的需要、 地形的要求, 分别放置在 坡形种植区 A 的一端、 道路的一侧或两侧、 及山坡的适当位置处, 并通 过各自的管道与一排水总管 15相连, 并经排水总管 15与一排水沟 16相 结合使用, 均可达到充分利用水的资源, 提高排水效率、 免去路面不必 要的纵坡, 提高水的利用率, 改善绿色植物的生长条件, 杜绝水土流失。 本发明的优点在于: Please refer to FIG. 14. The curbstone, edgestone, retaining stone and surrounding stone described in the drainage and irrigation facility of the present invention can be respectively placed at one end of the slope-shaped planting area A according to the needs of the planting area A and the topographical requirements. , One or both sides of the road, and the appropriate position of the hillside, and connected to a drainage main 15 through their respective pipelines, and used in combination with a drainage ditch 16 via the drainage main 15 to achieve full utilization of water resources To improve drainage efficiency and eliminate the need for pavement The required longitudinal slopes improve the utilization of water, improve the growth conditions of green plants, and prevent soil erosion. The advantages of the invention are:
1、 环保:能使路面上的浑水和清水分别排放,使浑水流进绿地, 浑水 中含有大量的 "有机物",可提高土壤中的肥力,对植物生长有利; 纯净的 雨水流入地下管道,减轻了管道的淤积和河道水体的污染及繁杂的清理工 作。 1. Environmental protection: The muddy water and clean water on the road can be discharged separately, and the muddy water flows into the green space. Muddy water contains a large amount of "organic matter", which can improve soil fertility and benefit plant growth. Pure rainwater flows into underground pipes. It reduces the siltation of pipelines, pollution of river water bodies, and complicated cleaning work.
2、 提高排水效率, 不会造成路面积水, 而且免去了路面不必要的纵 坡, 可以排水槽代替纵坡, 则降低了成本。 2. Improving drainage efficiency will not cause road area water, and unnecessary longitudinal slopes on the pavement will be avoided. Drainage troughs can be used instead of longitudinal slopes, which reduces costs.
3、 提高路面保洁效率: 用水冲洗要比清扫的快和彻底,从而又避免 了做业中的扬尘污染,而冲洗路面的水流进绿地,不仅作了路面保洁工作, 同时绿地所需的水份也能得到补充。 3. Improve the efficiency of pavement cleaning: Rinse with water is faster and more thorough than cleaning, thus avoiding dust pollution in the industry, and the water that flushes the pavement flows into the green space, not only for the pavement cleaning work, but also the water required for the green space Can also be supplemented.
4、 提高了自然资源利用率,在降雨的季节,只要路面有水的来源,绿 地就有积水的机会, 自然降雨得到了有效的利用,余下的水还可收集备 用。 4. The utilization rate of natural resources has been improved. In the rainy season, as long as there is a source of water on the pavement, there will be a chance for water to accumulate in the green space. Natural rainfall is effectively used, and the remaining water can be collected and used.
5、 杜绝了水土流失: 因路面高于种植区域, 避免了杂物流向路面造 成连锁污染和持续污染, 对荒山坡地梯田设定合理的积水位, 余下的水 通过沟渠管道排放, 从根本上避免了水土流失及滑坡、 泥石流等造成的 灾害。 5. Eliminate soil and water loss: Because the pavement is higher than the planting area, the chain pollution and continuous pollution caused by miscellaneous materials to the pavement are avoided, and a reasonable water level is set for the terraced fields on the barren hillsides. The remaining water is discharged through the ditch pipes, which is fundamentally Disasters caused by soil erosion, landslides, debris flows, etc. are avoided.
虽然本发明已经以较佳的实施例揭露如上, 然其目的并非用以限定 本发明、 任何熟悉本发明的技艺者, 在不脱离本发明的精神和范围内, 当有能力作些许之等效的设计与润饰; 发明人将主张这些待效设计的权 利仍应包含在本发明之权利要求书的保护范围内。 Although the present invention has been disclosed as above with preferred embodiments, its purpose is not to limit the present invention. Any person skilled in the art should have the ability to make some equivalents without departing from the spirit and scope of the present invention. Design and retouching; the inventor will claim that the rights of these pending designs should still be included in the protection scope of the claims of the present invention.
Claims
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AU2002365456A AU2002365456A1 (en) | 2001-11-30 | 2002-11-29 | A method of drainage irrigating and the establishment and application thereof |
| US10/471,198 US20050042030A1 (en) | 2001-11-30 | 2002-11-29 | Drainage and irrigation approach and structure as well as its implementation |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN01275540.0 | 2001-11-30 | ||
| CN01275540U CN2517769Y (en) | 2001-11-30 | 2001-11-30 | Environmental protection edge separation stone |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2003046293A1 true WO2003046293A1 (en) | 2003-06-05 |
Family
ID=4735618
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/CN2002/000855 Ceased WO2003046293A1 (en) | 2001-11-30 | 2002-11-29 | A method of drainage irrigating and the establishment and application thereof |
Country Status (4)
| Country | Link |
|---|---|
| US (1) | US20050042030A1 (en) |
| CN (1) | CN2517769Y (en) |
| AU (1) | AU2002365456A1 (en) |
| WO (1) | WO2003046293A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112243732A (en) * | 2020-10-20 | 2021-01-22 | 福建中设工程咨询有限公司 | Highway slope protection structure and construction method |
Families Citing this family (21)
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|---|---|---|---|---|
| US7351004B2 (en) * | 2006-07-19 | 2008-04-01 | Shaw & Sons, Inc. | Aquifer replenishment system |
| US8162563B2 (en) * | 2006-07-19 | 2012-04-24 | Oceansafe Llc | Aquifer replenishment system with filter |
| US7993076B2 (en) * | 2008-10-08 | 2011-08-09 | Hopf Ken L | Bluff penetrating outfall drainage system |
| AU2010291874B2 (en) * | 2009-09-03 | 2015-02-19 | Vilenna Investments Pty Ltd | An arrangement and method for facilitating water usage |
| US8240946B2 (en) * | 2009-10-27 | 2012-08-14 | Sheldon Applefield | Water drainage system |
| US20110231236A1 (en) * | 2010-03-19 | 2011-09-22 | Felipe Gonzalez | Coupon System and Method |
| US9267243B2 (en) * | 2011-06-20 | 2016-02-23 | John E. Kreikemeier | Surface and sub-surface drain system |
| US9127448B2 (en) * | 2012-12-03 | 2015-09-08 | Kyle E Thomas | Retrofit catch basin for use in storm water management practice |
| CN104005316B (en) * | 2014-06-13 | 2016-01-13 | 北京建筑大学 | A curbstone with drainage and sewage interception functions |
| CN104179242B (en) * | 2014-08-21 | 2016-03-02 | 北京泰宁科创雨水利用技术股份有限公司 | A kind of compound rain rill and rainwater comprehensive utilization system |
| CN105239485B (en) * | 2015-10-09 | 2017-09-01 | 中冶南方工程技术有限公司 | Water drainage curb and the asphalt roads with discharge structure |
| CN106930394A (en) * | 2016-12-08 | 2017-07-07 | 东莞市联洲知识产权运营管理有限公司 | A rainwater collection device equipped with a mud cleaning device |
| CN109137940B (en) * | 2018-09-07 | 2019-10-29 | 中国地质大学(武汉) | A kind of three-dimensional drainage system suitable for loose landfill side slope |
| USD921833S1 (en) | 2020-03-17 | 2021-06-08 | William E. Probst | Irrigation device |
| CN111335248A (en) * | 2020-04-17 | 2020-06-26 | 广东水利电力职业技术学院(广东省水利电力技工学校) | Drainage structure of ecological seawall waterside embankment slope and construction method thereof |
| CN111535357A (en) * | 2020-05-21 | 2020-08-14 | 广东水利电力职业技术学院(广东省水利电力技工学校) | A water intake pipeline structure and construction method for crossing a soft foundation embankment below the flood level |
| CN114768382B (en) * | 2022-04-21 | 2024-01-02 | 眉山市城投建筑材料有限公司 | Factory wastewater recycling system of ready-mixed concrete mixing station and operation method |
| KR102801568B1 (en) * | 2022-10-25 | 2025-05-02 | 주식회사 넥스트이앤엠 | Apparatus for reducing road pollutant emission |
| CN116289399B (en) * | 2023-03-15 | 2026-03-27 | 徐云 | Sidewalks that are conducive to the growth of roadside trees |
| AT527034B1 (en) | 2023-05-12 | 2024-10-15 | Aco Ahlmann Se & Co Kg | Discharge tank, system and method for surface drainage |
| CN116770658B (en) * | 2023-07-20 | 2025-08-22 | 沈阳建筑大学 | A road green belt foundation structure |
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| DE3632620A1 (en) * | 1986-09-25 | 1988-04-07 | Deutag Mischwerke Gmbh | Noise-reducing roadway paving (roadsurface) |
| CN1116261A (en) * | 1995-07-06 | 1996-02-07 | 黄宝龙 | Water storage method for agricultural irrigation |
| CN1189966A (en) * | 1997-12-31 | 1998-08-12 | 宋炳林 | Comprehensive water-saving irrigation method for dry land crops |
| CN2433817Y (en) * | 2000-08-29 | 2001-06-13 | 陈飞 | Rain water spraying appts |
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- 2001-11-30 CN CN01275540U patent/CN2517769Y/en not_active Expired - Lifetime
-
2002
- 2002-11-29 WO PCT/CN2002/000855 patent/WO2003046293A1/en not_active Ceased
- 2002-11-29 AU AU2002365456A patent/AU2002365456A1/en not_active Abandoned
- 2002-11-29 US US10/471,198 patent/US20050042030A1/en not_active Abandoned
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3632620A1 (en) * | 1986-09-25 | 1988-04-07 | Deutag Mischwerke Gmbh | Noise-reducing roadway paving (roadsurface) |
| CN1116261A (en) * | 1995-07-06 | 1996-02-07 | 黄宝龙 | Water storage method for agricultural irrigation |
| CN1189966A (en) * | 1997-12-31 | 1998-08-12 | 宋炳林 | Comprehensive water-saving irrigation method for dry land crops |
| CN2433817Y (en) * | 2000-08-29 | 2001-06-13 | 陈飞 | Rain water spraying appts |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112243732A (en) * | 2020-10-20 | 2021-01-22 | 福建中设工程咨询有限公司 | Highway slope protection structure and construction method |
| CN112243732B (en) * | 2020-10-20 | 2022-07-26 | 福建中设工程咨询有限公司 | Highway slope protection structure and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| AU2002365456A1 (en) | 2003-06-10 |
| US20050042030A1 (en) | 2005-02-24 |
| CN2517769Y (en) | 2002-10-23 |
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