CN103981838A - Slope protection construction method - Google Patents
Slope protection construction method Download PDFInfo
- Publication number
- CN103981838A CN103981838A CN201410254740.8A CN201410254740A CN103981838A CN 103981838 A CN103981838 A CN 103981838A CN 201410254740 A CN201410254740 A CN 201410254740A CN 103981838 A CN103981838 A CN 103981838A
- Authority
- CN
- China
- Prior art keywords
- storage tank
- domatic
- water collection
- collection sheet
- anchor plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000010276 construction Methods 0.000 title claims abstract description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 48
- 239000004568 cement Substances 0.000 claims description 18
- 239000002689 soil Substances 0.000 claims description 13
- 230000008595 infiltration Effects 0.000 claims description 10
- 238000001764 infiltration Methods 0.000 claims description 10
- 230000015572 biosynthetic process Effects 0.000 claims description 6
- 239000012530 fluid Substances 0.000 claims description 6
- 238000000034 method Methods 0.000 claims description 5
- 238000004873 anchoring Methods 0.000 claims description 3
- 230000000694 effects Effects 0.000 claims description 3
- 235000013311 vegetables Nutrition 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 2
- 239000004575 stone Substances 0.000 claims description 2
- 238000012423 maintenance Methods 0.000 description 3
- 230000004083 survival effect Effects 0.000 description 3
- 230000001681 protective effect Effects 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
Landscapes
- Revetment (AREA)
Abstract
The invention discloses a slope protection construction method and in particular relates to a slope protection device. The slope protection device is used for being arranged on a slope to form a vegetation layer, and comprises a water main (3) and multiple cultivation units, wherein each cultivation unit comprises an outwards inclined water collection plate (1); each outwards inclined water collection plate (1) forms an outward inclined angle away from the slope relative to a vertical direction; rainwater can be collected in a flare angle formed between each outwards inclined water collection plate (1) and the slope.
Description
Technical field
The present invention relates to slope protection field, relate in particular to a kind of bank protection construction method.
Background technology
Bank protection is widely used in the affiliated field of prior art.Occasions such as reservoir, road, river, dykes and dams.Section, bridge site place, the concave bank on riverbank is met year by year and is subject to current scour, can make riverbank constantly cave in.For protection bridge and embankment safety, must build protective structure at concave bank.In addition, because establishing bridge, cause that river flow to change, concave bank and while jeopardizing farmland and villages and small towns, 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 survival rate low or become live time short because of lack of water, so affects the maintenance of vegetation, has increased vegetation maintenance cost.And when amount of rainfall is larger, because flow rate of water flow is higher, easily cause again the damage of rushing of vegetation on bank protection, even cause the damage of bank protection.
Summary of the invention
The object of the present invention is to provide a kind of construction method of bank protection, it can overcome above-mentioned defect of the prior art, improves the survival rate of vegetation, reduces maintenance cost, and reduces the possibility of damaging.
The scheme that the present invention adopts is: a kind of bank protection construction 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 total drainage blanket and a plurality of cultivations unit, wherein, each cultivation unit includes flare water collection sheet, described flare water collection sheet forms outside angle with respect to vertical direction on away from described domatic direction, the subtended angle of described flare water collection sheet and described domatic formation can be collected rainwater, and the described domatic position corresponding with flare water collection sheet is used for planting vegetation; The lower end of described flare water collection sheet is connected with the outer end of grid shape anchor plate, described grid shape anchor plate is used for being embedded in the described domatic inner anchoring effect that forms, and described grid shape anchor plate is bar structure, is provided with gap on bar structure, described gap is for passing for vegetation root system; The inner of described grid shape anchor plate is fixedly connected with header tank; The At The Height of locating from a distance with the lower end of described flare water collection sheet in the described domatic position corresponding with 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, thereby when the rainwater of collecting reaches the height of above-mentioned overfall gap, can flow into overfall gap; On described overfall gap, be provided with screen pack, described overfall gap is communicated with the top fluid of storage tank by overflow pipe; The bottom of the lateral wall of the outer half side and described storage tank of the bottom of described storage tank is provided with infiltration net, and described infiltration net can slowly be seeped into the water in storage tank in domatic interior soil; The top of the inside wall of described storage 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 storage tank lower than described overflow pipe, described outfall is communicated with described total drainage blanket fluid by drainage pipe; Described total drainage blanket forms by being embedded in described domatic interior two-ply face sandwiched, and along extending with described domatic parallel direction; When the amount of rainfall as many as of collecting need to be discharged by drainage pipe water in storage tank, described total drainage blanket is as shared total drainage channel of described a plurality of cultivations unit;
The step of described method is as follows:
A lays described two-ply face on the slope, to form described total drainage blanket;
Each drainage pipe being communicated with total drainage blanket is set on the top plate face of B in described two-ply face;
On the top plate face of C in described two-ply face, lay cement concrete layer, and before cement concrete layer solidifies, each storage tank is arranged in described cement concrete layer, described storage tank is communicated with corresponding drainage pipe, and the described infiltration net of described storage tank is exposed completely;
D is connected with grid shape anchor plate described overflow pipe with corresponding storage tank;
E is mulching soil layer on the cement concrete layer solidifying, and soil horizon is surrounded and cover described storage tank, described overflow pipe and grid shape anchor plate, and the outer end domatic and described grid shape anchor plate that described soil horizon is formed is concordant;
F is fixed on described flare water collection sheet on the outer end of described grid shape anchor plate.
Pass through such scheme, owing to having adopted water storage box, and water storage box is connected with drainage blanket, by being rationally arranged at the connected pipeline of water storage box, the rainwater that accumulates in flare water collection sheet place can be saved in water storage box, and after water storage box is full, by other pipeline, be transported to drainage blanket and drain.Drainage blanket is for sharing.And in the time of non-precipitation, the water in water storage box can slowly infiltrate in the residing soil of vegetation by infiltration structure again.So just greatly improved the survival rate of vegetation.And by lay layer of concrete when building, water storage box is fixedly secured, greatly improved the firm degree of bank protection.
Accompanying drawing explanation
Fig. 1 is the structural representation of bank protection of the present invention.
The specific embodiment
Below with reference to Fig. 1, the present invention is described in detail.
Described slope protection device is used for being arranged on domatic upper formation vegetable layer, and comprise total drainage blanket 3 and a plurality of cultivations unit, wherein, each cultivation unit includes flare water collection sheet 1, described flare water collection sheet 1 forms outside angle with respect to vertical direction on away from described domatic direction, described flare water collection sheet 1 can be collected rainwater with the subtended angle of described domatic formation, and the described domatic position corresponding with flare water collection sheet 1 is used for planting vegetation; The lower end of described flare water collection sheet 1 is connected with the outer end of grid shape anchor plate 15, described grid shape anchor plate 15 is for being embedded in the described domatic inner anchoring effect that forms, and described grid shape anchor plate 15 is bar structure, is provided with gap on bar structure, described gap is for passing for vegetation root system; The inner of described grid shape anchor plate 15 is fixedly connected with header tank 18; The At The Height of locating from a distance with the lower end of described flare water collection sheet 1 in the described domatic position corresponding with flare water collection sheet 1 is provided with overfall gap 10, the height of described overfall gap 10 in the vertical directions is lower than the height of the upper end in the vertical direction of described flare water collection sheet 1, thereby when the rainwater of collecting reaches the height of above-mentioned overfall gap 10, can flow into overfall gap 10; On described overfall gap 10, be provided with screen pack, described overfall gap 10 is communicated with the top fluid of storage tank 18 by overflow pipe 19; The bottom of the lateral wall of the outer half side and described storage tank 18 of the bottom of described storage tank 18 is provided with infiltration net 14, and described infiltration net 14 can slowly be seeped into the water in storage tank 18 in domatic interior soil; The top of the inside wall of described storage 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 storage tank 18 lower than described overflow pipe 19, described outfall is communicated with described total drainage blanket 3 fluids by drainage pipe 17; Described total drainage blanket 3 forms by being embedded in described domatic interior two-ply face sandwiched, and along extending with described domatic parallel direction; When the amount of rainfall as many as of collecting need to be discharged by drainage pipe 17 water in storage tank 18, described total drainage blanket 3 is as shared total drainage channel of described a plurality of cultivations unit;
The step of described method is as follows:
A lays described two-ply face on the slope, to form described total drainage blanket 3;
Each drainage pipe 17 being communicated with total drainage blanket 3 is set on the top plate face of B in described two-ply face;
On the top plate face of C in described two-ply face, lay cement concrete layer, and before cement concrete layer solidifies, each storage tank 18 is arranged in described cement concrete layer, described storage tank 18 is communicated with corresponding drainage pipe 17, and the described infiltration net 14 of described storage tank 18 is exposed completely;
D is connected with grid shape anchor plate 15 described overflow pipe 19 with corresponding storage tank 18;
E is mulching soil layer on the cement concrete layer solidifying, and soil horizon is surrounded and cover described storage tank 18, described overflow pipe 19 and grid shape anchor plate 15, and the outer end domatic and described grid shape anchor plate 15 that described soil horizon is formed is concordant;
F is fixed on described flare water collection sheet 1 on the outer end of described grid shape anchor plate 15.
Wherein, described cement concrete layer is the mixture of cement and stone.
Wherein, described two-ply face is cement board.
Claims (3)
1. a bank protection construction 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 total drainage blanket (3) and a plurality of cultivations unit, wherein, each cultivation unit includes flare water collection sheet (1), described flare water collection sheet (1) forms outside angle with respect to vertical direction on away from described domatic direction, described flare water collection sheet (1) can be collected rainwater with the subtended angle of described domatic formation, and the described domatic position corresponding with flare water collection sheet (1) is used for planting vegetation; The lower end of described flare water collection sheet (1) is connected with the outer end of grid shape anchor plate (15), described grid shape anchor plate (15) is for being embedded in the described domatic inner anchoring effect that forms, and described grid shape anchor plate (15) is bar structure, on bar structure, be provided with gap, described gap is for passing for vegetation root system; The inner of described grid shape anchor plate (15) is fixedly connected with header tank (18); The At The Height of locating from a distance with the lower end of described flare water collection sheet (1) in the described domatic position corresponding with 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), thereby when the rainwater of collecting reaches the height of above-mentioned overfall gap (10), can flow into overfall gap (10); Described overfall gap is provided with screen pack on (10), and described overfall gap (10) is communicated with the top fluid of storage tank (18) by overflow pipe (19); The bottom of the lateral wall of the outer half side and described storage tank (18) of the bottom of described storage tank (18) is provided with infiltration net (14), and described infiltration net (14) can slowly be seeped into the water in storage tank (18) in domatic interior soil; The top of the inside wall of described storage 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 storage tank (18) lower than described overflow pipe (19), described outfall is communicated with described total drainage blanket (3) fluid by drainage pipe (17); Described total drainage blanket (3) forms by being embedded in described domatic interior two-ply face sandwiched, and along extending with described domatic parallel direction; When the amount of rainfall as many as of collecting makes water in storage tank (18) need to pass through drainage pipe (17) to discharge, described total drainage blanket (3) is used as shared total drainage channel of described a plurality of cultivations unit;
The step of described method is as follows:
A lays described two-ply face on the slope, to form described total drainage blanket (3);
Each drainage pipe (17) being communicated with total drainage blanket (3) is set on the top plate face of B in described two-ply face;
On the top plate face of C in described two-ply face, lay cement concrete layer, and before cement concrete layer solidifies, each storage tank (18) is arranged in described cement concrete layer, described storage tank (18) is communicated with corresponding drainage pipe (17), and the described infiltration net (14) of described storage tank (18) is exposed completely;
D is connected with grid shape anchor plate (15) described overflow pipe (19) with corresponding storage tank (18);
E is mulching soil layer on the cement concrete layer solidifying, soil horizon is surrounded and cover described storage tank (18), described overflow pipe (19) and grid shape anchor plate (15), and the outer end domatic and described grid shape anchor plate (15) that described soil horizon is formed is concordant;
F is fixed on described flare water collection sheet (1) on the outer end of described grid shape anchor plate (15).
2. the method for claim 1, wherein described cement concrete layer is the mixture of cement and stone.
3. the method for claim 1, wherein described two-ply face is cement board.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410254740.8A CN103981838B (en) | 2014-06-10 | 2014-06-10 | A kind of bank protection construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410254740.8A CN103981838B (en) | 2014-06-10 | 2014-06-10 | A kind of bank protection construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103981838A true CN103981838A (en) | 2014-08-13 |
| CN103981838B CN103981838B (en) | 2015-10-07 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410254740.8A Expired - Fee Related CN103981838B (en) | 2014-06-10 | 2014-06-10 | A kind of bank protection construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103981838B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110374055A (en) * | 2019-08-08 | 2019-10-25 | 金庆波 | Water conservancy protective slope structure |
| CN113951059A (en) * | 2021-11-17 | 2022-01-21 | 江西农业大学 | Vegetation bank protection soil and water conservation device |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06280242A (en) * | 1993-03-25 | 1994-10-04 | Sekisui Plastics Co Ltd | Planting soil draining construction |
| CN2825747Y (en) * | 2005-08-24 | 2006-10-11 | 中国水电顾问集团华东勘测设计研究院 | Vegetation planting trough for slope ecology management |
| CN101622931A (en) * | 2008-07-10 | 2010-01-13 | 浙江交通职业技术学院 | Greening sloping surface for rock side slope facing wall and construction method thereof |
| CN102002956A (en) * | 2010-12-07 | 2011-04-06 | 武汉大学 | Multi-level fully-closed reinforcement technology of exposed fault zone of excavated side slope |
| CN202247911U (en) * | 2011-08-31 | 2012-05-30 | 中国水电顾问集团成都勘测设计研究院 | Slope support structure used for ecological management of slope |
-
2014
- 2014-06-10 CN CN201410254740.8A patent/CN103981838B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06280242A (en) * | 1993-03-25 | 1994-10-04 | Sekisui Plastics Co Ltd | Planting soil draining construction |
| CN2825747Y (en) * | 2005-08-24 | 2006-10-11 | 中国水电顾问集团华东勘测设计研究院 | Vegetation planting trough for slope ecology management |
| CN101622931A (en) * | 2008-07-10 | 2010-01-13 | 浙江交通职业技术学院 | Greening sloping surface for rock side slope facing wall and construction method thereof |
| CN102002956A (en) * | 2010-12-07 | 2011-04-06 | 武汉大学 | Multi-level fully-closed reinforcement technology of exposed fault zone of excavated side slope |
| CN202247911U (en) * | 2011-08-31 | 2012-05-30 | 中国水电顾问集团成都勘测设计研究院 | Slope support structure used for ecological management of slope |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110374055A (en) * | 2019-08-08 | 2019-10-25 | 金庆波 | Water conservancy protective slope structure |
| CN113951059A (en) * | 2021-11-17 | 2022-01-21 | 江西农业大学 | Vegetation bank protection soil and water conservation device |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103981838B (en) | 2015-10-07 |
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| Date | Code | Title | Description |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
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| ASS | Succession or assignment of patent right |
Owner name: GUANGZHOU GREENVIEW LANDSCAPE DESIGN CO., LTD. Free format text: FORMER OWNER: WANG YAOYAO Effective date: 20150909 Free format text: FORMER OWNER: LIAO LING ZHANG KEXIE Effective date: 20150909 |
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| C41 | Transfer of patent application or patent right or utility model | ||
| C53 | Correction of patent of invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Peng Tao Inventor after: Chen Tiansheng Inventor after: Zhou Xianhui Inventor after: Zhang Jun Inventor after: Xie Qu Inventor before: Liao Ling Inventor before: Zhang Kexie Inventor before: Wang Yaoyao |
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| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: LIAO LING ZHANG KEXIE WANG YAOYAO TO: PENG TAO CHEN TIANSHENG ZHOU XIANHUI ZHANG JUN XIE QU |
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| TA01 | Transfer of patent application right |
Effective date of registration: 20150909 Address after: 510623, room 49, 801-810 Huaxia Road, Guangzhou, Guangdong, Tianhe District, China Applicant after: WANG YAOYAO 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: Liao Ling Applicant before: Zhang Kexie |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151007 Termination date: 20190610 |