CN103981837B - A kind of bank protection maintaining method - Google Patents
A kind of bank protection maintaining method Download PDFInfo
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- CN103981837B CN103981837B CN201410254704.1A CN201410254704A CN103981837B CN 103981837 B CN103981837 B CN 103981837B CN 201410254704 A CN201410254704 A CN 201410254704A CN 103981837 B CN103981837 B CN 103981837B
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Abstract
A kind of bank protection maintaining method, it relates to a kind of slope protection device, described slope protection device is used for being arranged on domatic upper formation vegetable layer, and comprise water main (3) and multiple cultivation unit, wherein, each cultivation unit includes flare water collection sheet (1), described flare water collection sheet (1) is forming outside angle relative to vertical direction away from described domatic direction, described flare water collection sheet (1) can collect rainwater with the subtended angle of described domatic formation, and the described domatic position corresponding with flare water collection sheet (1) is for planting vegetation.
Description
Technical field
The present invention relates to bank protection field, particularly relate to a kind of bank protection maintaining method.
Background technology
Bank protection widely uses in field belonging to prior art.The occasions such as such as reservoir, road, river, dykes and dams.Section, bridge site place, the concave bank on riverbank is met year by year by current scour, and riverbank can be made constantly to cave in.For protection bridge and embankment safety, protective structure must be built at concave bank.In addition, because of establish bridge cause river flow to change, concave bank and jeopardize farmland and villages and small towns time, also must build protective structure on riverbank.
Due to the pattern feature reason of bank protection, its current scatter and disappear speed fast, be not easy polywater etc., on it, the vegetation of institute's coating often causes because of lack of water that survival rate is low or one-tenth live time is short.And when amount of rainfall is larger, because flow rate of water flow is higher, that easily causes again vegetation on bank protection rushes damage, even causes the damage of bank protection.
In addition, due to the impact of the bad environments such as weeds, dust factor, also easily there is the faults such as obstruction in the equipment on bank protection.
Summary of the invention
The object of the present invention is to provide a kind of bank protection maintaining method, above-mentioned defect of the prior art can be overcome, can rainwater be saved, and can rainwater be discharged and do not affect the structure of bank protection by machine when appropriate simultaneously; Meanwhile, water-saving type pouring can be carried out when needs to bank protection preparation again, there is function convenient for cleaning simultaneously.
The scheme that the present invention adopts is:
A kind of bank protection maintaining method, it relates to a kind of slope protection device, described slope protection device is used for being arranged on domatic upper formation vegetable layer, and comprise water main and multiple cultivation unit, wherein, each cultivation unit includes flare water collection sheet, and described flare water collection sheet is forming outside angle relative to vertical direction away from described domatic direction, the subtended angle of described flare water collection sheet and described domatic formation can collect rainwater, and the described domatic position corresponding with flare water collection sheet is for planting vegetation; The lower end of described flare water collection sheet is connected with the outer end of netted supporting plate, described netted supporting plate is used for being embedded in described domatic inside, and is fixed, and described netted supporting plate is net structure, net structure is provided with gap, and described gap is used for passing for vegetation root system; The inner of described netted supporting plate is fixedly connected with header tank; In the described domatic position corresponding with flare water collection sheet, the lower end At The Height from a distance of described flare water collection sheet is provided with overfall gap, the height of described overfall gap in the vertical direction is lower than the height of the upper end in the vertical direction of described flare water collection sheet, thus when the rainwater collected reaches the height of above-mentioned overfall gap, can overfall gap be flowed into; Described overfall gap is provided with screen pack, and described overfall gap is communicated with the Top fluidic of header tank by overflow pipe; The bottom of the lateral wall of the outer half side and described header tank of the bottom of described header tank is provided with infiltration net, and the water in header tank can slowly be seeped in domatic interior soil by described infiltration net; The top of the inside wall of described header tank is provided with outfall, the height of the position in the vertical direction that the height of described outfall in the vertical direction is connected with the top of header tank lower than described overflow pipe, described outfall is communicated with described water main fluid by drainage pipe; Described water main be embedded in described domatic in, and to extend along with described domatic parallel direction; The upper end of described water main is connected with watering by upper valve, and exit, lower end is provided with lower valve; Described method comprises the steps:
I is when the amount of rainfall as many as that flare water collection sheet is collected makes the water in header tank need to be discharged by drainage pipe, and described lower valve is opened, and the water of described multiple cultivation unit can be drained by described water main;
Described lower valve, when needing to water planted vegetation, is closed, described upper valve open by II, utilizes described watering by described water main to described header tank water filling, utilizes described infiltration net to water described vegetation;
III is when described overfall gap obstruction needs cleaning, described lower valve is closed, described upper valve open, utilize described watering by described water main to described header tank water filling, and make water arrive described overfall gap by overflow pipe and spray, thus the obturator of described overfall gap is removed.
By such scheme, owing to have employed water storage box, rainwater can be saved; Owing to being provided with drainage system that is highly suitable, specialized designs structure, when retaining reaches maximum, in time water can be discharged by leader drain, not be make water in the trickling of bank protection surface, affect the overall structure of bank protection.Connect and bobbin carriage connected mode owing to have employed sealed pipe pipe again, by by corresponding valve opening and closing, can realize watering the water-saving type of vegetation, and by reverse water delivery, the self-cleaning of equipment can be realized.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of slope protection device of the present invention.
Detailed description of the invention
Referring to Fig. 1, describe the present invention.
A kind of bank protection maintaining method, it relates to a kind of slope protection device, described slope protection device is used for being arranged on domatic upper formation vegetable layer, and comprise water main 3 and multiple cultivation unit, wherein, each cultivation unit includes flare water collection sheet 1, described flare water collection sheet 1 is forming outside angle relative to vertical direction away from described domatic direction, described flare water collection sheet 1 can collect rainwater with the subtended angle of described domatic formation, and the described domatic position corresponding with flare water collection sheet 1 is for planting vegetation; The lower end of described flare water collection sheet 1 is connected with the outer end of netted supporting plate 15, described netted supporting plate 15 for being embedded in described domatic inside, and is fixed, and described netted supporting plate 15 is net structure, net structure is provided with gap, and described gap is used for passing for vegetation root system; The inner of described netted supporting plate 15 is fixedly connected with header tank 18; In the described domatic position corresponding with flare water collection sheet 1, the lower end At The Height from a distance of described flare water collection sheet 1 is provided with overfall gap 10, the height of described overfall gap 10 in the vertical direction is lower than the height of the upper end in the vertical direction of described flare water collection sheet 1, thus when the rainwater collected reaches the height of above-mentioned overfall gap 10, overfall gap 10 can be flowed into; Described overfall gap 10 is provided with screen pack, and described overfall gap 10 is communicated with the Top fluidic of header tank 18 by overflow pipe 19; The bottom of the lateral wall of the outer half side and described header tank 18 of the bottom of described header tank 18 is provided with infiltration net 14, and the water in header tank 18 can slowly be seeped in domatic interior soil by described infiltration net 14; The top of the inside wall of described header tank 18 is provided with outfall, the height of the position in the vertical direction that the height of described outfall in the vertical direction is connected with the top of header tank 18 lower than described overflow pipe 19, described outfall is communicated with described water main 3 fluid by drainage pipe 17; Described water main 3 be embedded in described domatic in, and to extend along with described domatic parallel direction; The upper end of described water main 3 is connected with watering by upper valve 34, and exit, lower end is provided with lower valve 35; Described method comprises the steps:
I is when the amount of rainfall as many as that flare water collection sheet 1 is collected makes the water in header tank 18 need to be discharged by drainage pipe 17, and described lower valve 35 is opened, and the water of described multiple cultivation unit can be drained by described water main 3;
II is when needing to water planted vegetation, and closed by described lower valve 35, described upper valve 34 is opened, and utilizes described watering by described water main 3 to the water filling of described header tank 18, utilizes described infiltration net 14 to water described vegetation;
III is when described overfall gap 10 obstruction needs cleaning, described lower valve 35 is closed, described upper valve 34 is opened, utilize described watering by described water main 3 to the water filling of described header tank 18, and make water arrive described overfall gap 10 by overflow pipe 19 and spray, thus the obturator of described overfall gap 10 is removed.
Wherein, described header tank 18 utilizes cement material to make.
Claims (2)
1. a bank protection maintaining method, it relates to a kind of slope protection device, described slope protection device is used for being arranged on domatic upper formation vegetable layer, and comprise water main (3) and multiple cultivation unit, wherein, each cultivation unit includes flare water collection sheet (1), described flare water collection sheet (1) is forming outside angle relative to vertical direction away from described domatic direction, described flare water collection sheet (1) can collect rainwater with the subtended angle of described domatic formation, and the described domatic position corresponding with flare water collection sheet (1) is for planting vegetation; The lower end of described flare water collection sheet (1) is connected with the outer end of netted supporting plate (15), described netted supporting plate (15) is for being embedded in described domatic inside, and fixed, and described netted supporting plate (15) is net structure, net structure is provided with gap, and described gap is used for passing for vegetation root system; The inner of described netted supporting plate (15) is fixedly connected with header tank (18); In the described domatic position corresponding with flare water collection sheet (1), the lower end At The Height from a distance of described flare water collection sheet (1) is provided with overfall gap (10), the height of described overfall gap (10) in the vertical direction is lower than the height of the upper end in the vertical direction of described flare water collection sheet (1), thus when the rainwater collected reaches the height of above-mentioned overfall gap (10), overfall gap (10) can be flowed into; (10) are provided with screen pack to described overfall gap, and described overfall gap (10) is communicated with by the Top fluidic of overflow pipe (19) with header tank (18); The bottom of the lateral wall of the outer half side and described header tank (18) of the bottom of described header tank (18) is provided with infiltration net (14), and the water in header tank (18) can slowly be seeped in domatic interior soil by described infiltration net (14); The top of the inside wall of described header tank (18) is provided with outfall, the height of the position in the vertical direction that the height of described outfall in the vertical direction is connected with the top of header tank (18) lower than described overflow pipe (19), described outfall is communicated with described water main (3) fluid by drainage pipe (17); Described water main (3) be embedded in described domatic in, and to extend along with described domatic parallel direction; The upper end of described water main (3) is connected with watering by upper valve (34), and exit, lower end is provided with lower valve (35); Described method comprises the steps:
I is when the amount of rainfall as many as that flare water collection sheet (1) is collected makes the water in header tank (18) need to be discharged by drainage pipe (17), and described lower valve (35) is opened, and the water of described multiple cultivation unit can be drained by described water main (3);
II is when needing to water planted vegetation, described lower valve (35) is closed, described upper valve (34) is opened, and utilizes described watering by described water main (3) to described header tank (18) water filling, utilizes described infiltration net (14) to water described vegetation;
III is when described overfall gap (10) obstruction needs cleaning, described lower valve (35) is closed, described upper valve (34) is opened, utilize described watering by described water main (3) to described header tank (18) water filling, and make water arrive described overfall gap (10) by overflow pipe (19) and spray, thus the obturator of described overfall gap (10) is removed.
2. the method for claim 1, wherein described header tank (18) utilizes cement material to make.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201410254704.1A CN103981837B (en) | 2014-06-10 | 2014-06-10 | A kind of bank protection maintaining method |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201410254704.1A CN103981837B (en) | 2014-06-10 | 2014-06-10 | A kind of bank protection maintaining method |
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| CN103981837A CN103981837A (en) | 2014-08-13 |
| CN103981837B true CN103981837B (en) | 2015-09-30 |
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| CN201410254704.1A Active CN103981837B (en) | 2014-06-10 | 2014-06-10 | A kind of bank protection maintaining method |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110249972A (en) * | 2019-06-26 | 2019-09-20 | 广西农业职业技术学院 | A kind of karst sloping field water collecting irrigation system |
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|---|---|---|---|---|
| CN101824811A (en) * | 2010-04-15 | 2010-09-08 | 河海大学 | Multi-stage water power aerobic ecological wetland type slope protection device |
| CN103306294A (en) * | 2013-07-08 | 2013-09-18 | 河海大学 | Rain collection purification system for preventing water and soil loss caused by rain wash in mountains |
| CN203226104U (en) * | 2013-05-16 | 2013-10-09 | 北京绿之源生态科技有限公司 | Slope vegetation maintenance water saving system |
| CN103485411A (en) * | 2013-09-24 | 2014-01-01 | 杜振义 | Device for digging pits in sloping field for storing rainwater |
| CN103828633A (en) * | 2013-12-05 | 2014-06-04 | 大连环复生态技术有限公司 | Vegetation bag slope protection vegetation restoration method and structure |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4281098B1 (en) * | 2007-12-27 | 2009-06-17 | 株式会社豊樹園 | Slope greening method |
| KR20100138508A (en) * | 2009-06-25 | 2010-12-31 | 박경영 | The drain method of groundwater-concentration guidance in rock-slope |
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2014
- 2014-06-10 CN CN201410254704.1A patent/CN103981837B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101824811A (en) * | 2010-04-15 | 2010-09-08 | 河海大学 | Multi-stage water power aerobic ecological wetland type slope protection device |
| CN203226104U (en) * | 2013-05-16 | 2013-10-09 | 北京绿之源生态科技有限公司 | Slope vegetation maintenance water saving system |
| CN103306294A (en) * | 2013-07-08 | 2013-09-18 | 河海大学 | Rain collection purification system for preventing water and soil loss caused by rain wash in mountains |
| CN103485411A (en) * | 2013-09-24 | 2014-01-01 | 杜振义 | Device for digging pits in sloping field for storing rainwater |
| CN103828633A (en) * | 2013-12-05 | 2014-06-04 | 大连环复生态技术有限公司 | Vegetation bag slope protection vegetation restoration method and structure |
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| CN103981837A (en) | 2014-08-13 |
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Owner name: WENZHOU HONGCHENGXIANG TECHNOLOGY CO., LTD. Free format text: FORMER OWNER: WANG YAOYAO Effective date: 20150902 |
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Effective date of registration: 20150902 Address after: Longwan Waterfront Street Wenzhou city Zhejiang province 325000 Sand Street No. 228 second floor Applicant after: WENZHOU HONGCHENGXIANG TECHNOLOGY CO., LTD. Applicant after: Ye Cheng Address before: Nanan City, Fujian Province town manshanhong village 362200 city of Quanzhou Province under the No. 35 clay Applicant before: Wang Yaoyao Applicant before: Pan Yuefeng Applicant before: Liao Ling Applicant before: Ye Cheng |
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Inventor after: Li Lingzhang Inventor after: Song Guoliu Inventor after: Zheng Lijin Inventor after: Ye Shengbin Inventor before: Ye Cheng Inventor before: Liao Ling Inventor before: Pan Yuefeng |
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Effective date of registration: 20151028 Address after: 518042 Guangdong city of Shenzhen province Futian District Che Kung Temple Tairan Tairan eight road building C block 605 Patentee after: SHENZHEN WANHUIYUAN LANDSCAPE ENGINEERING CO., LTD. Address before: Longwan Waterfront Street Wenzhou city Zhejiang province 325000 Sand Street No. 228 second floor Patentee before: WENZHOU HONGCHENGXIANG TECHNOLOGY CO., LTD. Patentee before: Ye Cheng |