CN202298560U - Wood stake ecological revetment - Google Patents
Wood stake ecological revetment Download PDFInfo
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- CN202298560U CN202298560U CN2011203530957U CN201120353095U CN202298560U CN 202298560 U CN202298560 U CN 202298560U CN 2011203530957 U CN2011203530957 U CN 2011203530957U CN 201120353095 U CN201120353095 U CN 201120353095U CN 202298560 U CN202298560 U CN 202298560U
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Abstract
The utility model relates to a wood stake ecological revetment. The wood stake ecological revetment comprises plant material bundles which are laid on a bank slope crisscross and in the shape of a grid, slope protection wood stakes which penetrate the plant material bundles and can nail the plant material bundles on the bank slope and a plurality of fixed stakes which are arranged in a row along the foot line of the bank slope and tightly connected, wherein a groove is arranged between the slope protection wood stake and the fixed stake, which are nearest, broken stones are filled in the groove, the plant material bundles are formed by bundling up straws and/or reeds, the top parts of the fixed stakes are basically leveled with the height of the plant material bundles which are transversely arranged near the groove, a fence which is formed by bundling up the straws and/or the reeds in bundles and stacking the bundles at the upper and the lower parts in the horizontal direction is arranged on one side of the groove, which is close to the fixed stakes, and the fence is bundled and fixed on the fixed stakes which are next to the groove. According to the wood stake ecological revetment provided by the utility model, the reeds and/or the straws are bundled into the bundles for replacing branches, the diameter and the length of the slope protection wood stakes are reduced, and the wood stake ecological revetment has the advantages of simple structure, low cost, capability of being well integrated with a surrounding environment and long service life.
Description
Technical field
The utility model relates to a kind of slope protecting technique, particularly a kind of ecological revetment of timber that is applicable to the local water front of the long or little artificial lake of water front.
Background technology
The most common revetment is to adopt building stones, brick or concrete etc. to build the hard revetment that forms by laying bricks or stones; Protective action preventing erosion, keep aspects such as embankment intensity and flood control is stronger; But great in constructing amount, cost is high, and embankment is not enough with the degrees of fusion of ecological environment on every side; Cause the hydrophily in river course etc. poor, and the protection of construction of suitable not little space and local dam slope.After this hard revetment, ecological revetment is developed, in order to take into account the hydrophily of embankment flood control and water body, structure complicacy comparatively usually, cost is higher, and wherein often contain in a large number can't natural degradation chemical products, destroy surrounding environment on the contrary easily.
The utility model content
In order to solve the problems of the technologies described above, the utility model provides a kind of timber ecological revetment, can also merge well with surrounding environment in the time of bank protection, and simple in structure, cost is lower.
The technical scheme that the utility model adopted is:
The ecological revetment of a kind of timber; Comprise that being laid on crisscross on the bank slope is latticed plant material and ties, pass that said plant material is tied and with the bank protection timber of its nail on said bank slope and the spud pile of some close proximity of setting in a row along payment to a porter of said bank slope; Nearest said bank protection timber and the bank slope between the spud pile are set to groove; Be filled with rubble in the said groove, said plant material is tied to be tied up by stalk and/or reed and is formed.
Said bank protection timber can be the pine timber after the preservative treatment, the imitative timber that said spud pile can be processed for the pine timber after the preservative treatment or concrete.
Remain basically stable with the height of tying near the said plant material of the horizontally set of said groove in the top of said spud pile; Side near said spud pile of said groove can be provided with by stalk and/or reed divide tie up and horizontal direction about the stacked fence that constitutes, said fence is tied up on the said spud pile that is fixed in the next-door neighbour.
The beneficial effect of the utility model is:
(1) adopts biomaterials such as timber, stalk, reed to replace constructional materialss such as fragment of brick, concrete, in bank protection, merge well, the hydrophily of water body is strengthened with natural environment on every side;
(2) bundled reed or stalk are used for the gentle slope bank protection, have greatly reduced cost, and, decompose very soon after bank protection is firm, do not destroy the natural environment of water body periphery because these materials are easier to rot;
(3) timber is carried out preservative treatment before using, adopt imitative timber that concrete processes even, make this ecology revetment firmer, durable as said fixedly timber.
Description of drawings
Fig. 1 is the cross-sectional configuration sketch map of a kind of embodiment of the utility model;
Fig. 2 is the domatic plan view of Fig. 1.
The specific embodiment
The utility model provides a kind of timber ecological revetment; Like Fig. 1, shown in 2; Comprise that being laid on crisscross on the bank slope is latticed plant material and ties, pass that said plant material is tied and with the bank protection timber 2 of its nail on said bank slope and the spud pile 1 of some close proximity of setting in a row along payment to a porter of said bank slope, nearest said bank protection timber and the bank slope between the spud pile are set to groove, the width of said groove is preferably 450-550mm; The degree of depth at shallow place is preferably 180-300mm; Be filled with rubble 4 in the said groove, the particle diameter of said rubble is preferably 50-100mm, can play certain enclosing, reinforcing, protective action to the water and soil of bank slope; Said plant material is tied preferably to be tied up by stalk and/or reed and is formed, as tying up once by every 250mm.Said bank protection timber from said plant material tie above expose about 100mm and be advisable, said spud pile preferably exceeds ordinary water level 200mm.The said spud pile that is close to said groove constitutes a side sidewall of said groove.Unidirectional said bank protection timber can be arranged by equidistance, the better effects if of feasible solid soil, flood control, protection against erosion.
Can also fill gravel, cobble, haydite, zeolite etc. in the said groove, the gap between these stones forms a kind of natural infiltration interface, in the wet season, is penetrated into water table through the gap between the stone in the water effluent and stores, and alleviates big flood; In dry season, the underground water reverse osmosis is gone into the river, plays a part to mend withered, adjusting water level.These stones also have the effect of certain purifying water body, can effectively tackle, degrade, absorb the pollutant in the water.
The said plant material of horizontally set ties 3 preferably along the bearing of trends of said bank slope payment to a porter, and the said plant material that vertically is provided with is tied 5 and tied 3 with the said plant material of horizontally set and be preferably and form said latticed plant material one on the other and tie.
Said latticed plant material is tied the grid that is constituted can be square net, and said bank protection timber is tied up even distribution at said plant material, and the place, crosspoint of the said plant material of vertical and horizontal setting is equipped with said bank protection timber.Horizontal range as between the adjacent said bank protection timber can be 50cm, and the length of side of said square net can be 200cm.Also can said grid be arranged to rectangle even other special-shaped grids according to the actual conditions on construction ground.
Said bank protection timber can be the pine timber after the preservative treatment, and the imitative timber that said spud pile can be processed for the pine timber after the preservative treatment or concrete prevents rottenly too early, increases the service life.
Said spud pile can be many rows, arrange spud pile owing to be last line of defense of solid soil, solid water near one of water body, so length is the longest, and length of embedment is also the darkest.Be preferably two row's spud piles in the present embodiment, can leave certain interval between row and row, as at a distance of 30-50mm, but and said spud pile mutual dislocation setting (plane effect is referring to Fig. 2) between row and row.The said spud pile above part of basseting highly is approximately 200mm, and the overhead height of the said spud pile of adjacent two rows can form the stairstepping with certain altitude difference according to the gradient of bank slope, and the difference in height of preferred adjacent two row's spud piles is 200mm.Said spud pile does not influence circulation, circulation and the infiltration of water.
Remain basically stable with the height of tying near the said plant material of the horizontally set of said groove in the top of said spud pile; Side near said spud pile of said groove can be provided with by stalk and/or reed divide tie up and horizontal direction about the stacked fence that constitutes 6, said fence is tied up on the said spud pile that is fixed in the next-door neighbour.Said fence can stop that material such as rubble clamp-ons the place, slit between the said spud pile, and plays certain anti-current and buffering effect.
Adopt reed and/or stalk to make fence and tie with the plant material and compare the wooden branch material of original use, cost significantly reduces, and since it to compare branch more perishable, fence accomplish protect soil and act on after, decompose sooner, do not influence the attractive in appearance of revetment.
The bottom land of said rubble and said groove, near being interval with geotextiles 7 between the sidewall of the groove of said bank protection timber and the fence, like 300 gram geotextiles, not only can play the effect of isolating and protecting, also help the filtration and the infiltration of water.
The top of said fence can be lower than the top of the said spud pile of the said groove of next-door neighbour; The edge near said bank protection timber of said geotextiles be pressed in that the said plant material of next-door neighbour's horizontally set ties below; The edge of offside is pressed in the end face of said fence by said rubble, and its cross section forms cup-shaped that both sides turn up.Said rubble is accumulated to and is close to the height that the top of the said spud pile of said groove maintains an equal level, and the side close proximity towards said groove of tying with the plant material of the horizontally set of the said groove of next-door neighbour.
Said plant material is tied between self and said fence and the spud pile and can be adopted hot-dip galvanizing steel wire to tie up, and can prevent to get rusty, and increases the service life.Wherein be used for said plant material tie self tie up and said fence and spud pile between the gauge of wire tied up be preferably 2.1mm and 3.4mm respectively.
Compare the ecological revetment of general timber, the length and the diameter of the application's bank protection timber all reduce to some extent, have reduced cost.The diameter of said bank protection timber can be 50-70cm, is preferably 60mm, and the length that is close to the said bank protection timber of said groove can be 80-100cm, is preferably 90mm, and the length of other said bank protection timbers can be 50-70cm, is preferably 60mm.Diameter that said plant material is tied and the material that constitutes said fence are tied ties up diameter and can be 120-160cm.
The utility model can be the implicit moisture of a large amount of vegetation on the bank slope, helps solid soil and protects soil, is particularly useful for the local water front of the long or little artificial lake of water front.
Claims (10)
1. the ecological revetment of a timber; It is characterized in that comprising that being laid on crisscross on the bank slope is latticed plant material and ties, pass that said plant material is tied and with the bank protection timber of its nail on said bank slope and the spud pile of some close proximity of setting in a row along payment to a porter of said bank slope; Nearest said bank protection timber and the bank slope between the spud pile are set to groove; Be filled with rubble in the said groove, said plant material is tied to be tied up by stalk and/or reed and is formed.
2. the ecological revetment of timber as claimed in claim 1 is characterized in that the said plant material of horizontally set is tied along the bearing of trend of said bank slope payment to a porter, and the said plant material of vertical and horizontal setting is tied and formed said latticed plant material one on the other and tie.
3. the ecological revetment of timber as claimed in claim 2; It is characterized in that it is square net that said latticed plant material is tied the grid that is constituted; Said bank protection timber is tied up even distribution at said plant material, and the place, crosspoint of the said plant material of vertical and horizontal setting is equipped with said bank protection timber.
4. the ecological revetment of timber as claimed in claim 3 is characterized in that said bank protection timber is the pine timber after the preservative treatment, and said spud pile is the imitative timber that pine timber or the concrete after the preservative treatment processed.
5. the ecological revetment of timber as claimed in claim 4 is characterized in that said spud pile has two rows, and said spud pile mutual dislocation between row and row is provided with.
6. like claim 1,2,3, the ecological revetment of 4 or 5 described timbers; Remain basically stable with the height of tying near the said plant material of the horizontally set of said groove in the top that it is characterized in that said spud pile; Side near said spud pile of said groove be provided with by stalk and/or reed divide tie up and horizontal direction about the stacked fence that constitutes, said fence is tied up on the said spud pile that is fixed in the next-door neighbour.
7. the ecological revetment of timber as claimed in claim 6 is characterized in that the bottom land of said rubble and said groove, near being interval with geotextiles between the sidewall of the groove of said bank protection timber and the fence.
8. the ecological revetment of timber as claimed in claim 7; It is characterized in that the top of said fence is lower than the top of the said spud pile of the said groove of next-door neighbour; The edge near said bank protection timber of said geotextiles be pressed in that the said plant material of next-door neighbour's horizontally set ties below, the edge of offside is pressed in the end face of said fence by said rubble.
9. the ecological revetment of timber as claimed in claim 8 is characterized in that said plant material is tied between self and said fence and the spud pile to adopt hot-dip galvanizing steel wire to tie up.
10. the ecological revetment of timber as claimed in claim 9; The diameter that it is characterized in that said bank protection timber is 50-70cm; The length that is close to the said bank protection timber of said groove is 80-100cm, and the length of other said bank protection timbers is 50-70cm, and the diameter that said plant material is tied is 120-160cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203530957U CN202298560U (en) | 2011-09-20 | 2011-09-20 | Wood stake ecological revetment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203530957U CN202298560U (en) | 2011-09-20 | 2011-09-20 | Wood stake ecological revetment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202298560U true CN202298560U (en) | 2012-07-04 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011203530957U Expired - Lifetime CN202298560U (en) | 2011-09-20 | 2011-09-20 | Wood stake ecological revetment |
Country Status (1)
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| CN (1) | CN202298560U (en) |
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103290806A (en) * | 2012-10-29 | 2013-09-11 | 中国长江三峡集团公司 | Environmental-friendly ecological reinforcing dam system |
| CN103541367A (en) * | 2013-10-24 | 2014-01-29 | 安吉绿源生态科技有限公司 | Ecological bank building structure |
| CN104674790A (en) * | 2015-03-09 | 2015-06-03 | 江苏建华管桩有限公司 | Concrete wood simulating pile and manufacturing method thereof |
| CN104790346A (en) * | 2015-05-08 | 2015-07-22 | 陈洪凯 | Reservoir hydro-fluctuation belt bank slope protection pine pile-gabion box combined plant-growing retaining wall |
| CN107476294A (en) * | 2017-06-25 | 2017-12-15 | 吴震 | A kind of friction pile is combined into one structure and construction method with structure pile |
| CN108130888A (en) * | 2017-12-22 | 2018-06-08 | 北京林业大学 | A kind of soft ecological revetment structure and its construction method |
| CN108532540A (en) * | 2018-05-16 | 2018-09-14 | 江苏省盐城市航道管理处 | Cotton stalk encircles water draining waterway revetment system and its construction method |
| CN109024481A (en) * | 2018-08-15 | 2018-12-18 | 中铁十局集团第二工程有限公司 | River bank slope protection structure and river bank slope protection method |
| CN109056755A (en) * | 2018-09-12 | 2018-12-21 | 吉林省水土保持科学研究院 | A kind of ecology ditch slope and its construction method |
| CN109399800A (en) * | 2018-12-05 | 2019-03-01 | 中冶南方都市环保工程技术股份有限公司 | A kind of rivers and lakes runoff pollution step control system |
| CN109610485A (en) * | 2018-12-11 | 2019-04-12 | 湖北工业大学 | A kind of stack bundle ecological slope protection structure and its construction method |
| CN109811717A (en) * | 2019-03-13 | 2019-05-28 | 湖北工业大学 | Compound bank protection structure and construction method for riverbank ecological management |
| CN114960729A (en) * | 2022-05-11 | 2022-08-30 | 浙江省钱塘江管理局勘测设计院 | Method for improving fortification standard of existing vertical scour prevention structure of dike foot |
| CN115119680A (en) * | 2022-07-15 | 2022-09-30 | 北京正和恒基国际城市规划设计有限公司 | Coastline landscape restoration method and coastline landscape restoration system |
| CN115777274A (en) * | 2022-11-08 | 2023-03-14 | 辽宁省旱地农林研究所 | Method for transforming gentle slope terrace on slope surface |
-
2011
- 2011-09-20 CN CN2011203530957U patent/CN202298560U/en not_active Expired - Lifetime
Cited By (22)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103290806B (en) * | 2012-10-29 | 2015-08-26 | 中国长江三峡集团公司 | Environmentally friendly ecological bank protection system |
| CN103290806A (en) * | 2012-10-29 | 2013-09-11 | 中国长江三峡集团公司 | Environmental-friendly ecological reinforcing dam system |
| CN103541367A (en) * | 2013-10-24 | 2014-01-29 | 安吉绿源生态科技有限公司 | Ecological bank building structure |
| CN103541367B (en) * | 2013-10-24 | 2016-03-09 | 安吉绿源生态科技有限公司 | A kind of ecology builds bank structure |
| CN104674790A (en) * | 2015-03-09 | 2015-06-03 | 江苏建华管桩有限公司 | Concrete wood simulating pile and manufacturing method thereof |
| CN104790346A (en) * | 2015-05-08 | 2015-07-22 | 陈洪凯 | Reservoir hydro-fluctuation belt bank slope protection pine pile-gabion box combined plant-growing retaining wall |
| CN104790346B (en) * | 2015-05-08 | 2016-08-24 | 陈洪凯 | Raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile-gabion box combination |
| CN107476294A (en) * | 2017-06-25 | 2017-12-15 | 吴震 | A kind of friction pile is combined into one structure and construction method with structure pile |
| CN108130888B (en) * | 2017-12-22 | 2021-03-26 | 北京林业大学 | Soft ecological bank protection structure and construction method thereof |
| CN108130888A (en) * | 2017-12-22 | 2018-06-08 | 北京林业大学 | A kind of soft ecological revetment structure and its construction method |
| CN108532540A (en) * | 2018-05-16 | 2018-09-14 | 江苏省盐城市航道管理处 | Cotton stalk encircles water draining waterway revetment system and its construction method |
| CN108532540B (en) * | 2018-05-16 | 2024-02-20 | 江苏省盐城市航道管理处 | Cotton straw arch dredging pile channel bank protection system and construction method thereof |
| CN109024481A (en) * | 2018-08-15 | 2018-12-18 | 中铁十局集团第二工程有限公司 | River bank slope protection structure and river bank slope protection method |
| CN109024481B (en) * | 2018-08-15 | 2020-12-22 | 中铁十一局集团第二工程有限公司 | River course bank slope protection structure and river course bank slope protection method |
| CN109056755A (en) * | 2018-09-12 | 2018-12-21 | 吉林省水土保持科学研究院 | A kind of ecology ditch slope and its construction method |
| CN109399800A (en) * | 2018-12-05 | 2019-03-01 | 中冶南方都市环保工程技术股份有限公司 | A kind of rivers and lakes runoff pollution step control system |
| CN109399800B (en) * | 2018-12-05 | 2024-01-02 | 中冶南方都市环保工程技术股份有限公司 | River and lake runoff pollution cascade control system |
| CN109610485A (en) * | 2018-12-11 | 2019-04-12 | 湖北工业大学 | A kind of stack bundle ecological slope protection structure and its construction method |
| CN109811717A (en) * | 2019-03-13 | 2019-05-28 | 湖北工业大学 | Compound bank protection structure and construction method for riverbank ecological management |
| CN114960729A (en) * | 2022-05-11 | 2022-08-30 | 浙江省钱塘江管理局勘测设计院 | Method for improving fortification standard of existing vertical scour prevention structure of dike foot |
| CN115119680A (en) * | 2022-07-15 | 2022-09-30 | 北京正和恒基国际城市规划设计有限公司 | Coastline landscape restoration method and coastline landscape restoration system |
| CN115777274A (en) * | 2022-11-08 | 2023-03-14 | 辽宁省旱地农林研究所 | Method for transforming gentle slope terrace on slope surface |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: BEIJING ZHENGHE HENGJI WATERFRONT ECOLOGICAL ENVIR Free format text: FORMER NAME: BEIJING ZHENGHE HENGJI WATERFRONT ECOLOGICAL ENVIRONMENTAL TREATMENT CO., LTD. |
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| CP03 | Change of name, title or address |
Address after: 100084 Beijing Road, Zhongguancun, Tsinghua Science and Technology Park, No. 1, science and technology building, block B, layer 21, layer Patentee after: Beijing Zhenghe Hengji Binshui Ecology Environmental Management Co., Ltd. Address before: 100094, Beijing, Yongfeng Haidian District industrial base, No. 3 North Wing Road, block A, room 314, room 3 Patentee before: Beijing Zhenghe Hengjibin Aquatic Ecosystem Environment Control Co.,Ltd. |
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| TR01 | Transfer of patent right |
Effective date of registration: 20170426 Address after: 100084 Beijing Road, Zhongguancun, Tsinghua Science and Technology Park, No. 1, science and technology building, block B, layer 27, layer Patentee after: Beijing City Planning & Design Institute Co., Ltd. Address before: 100084 Beijing Road, Zhongguancun, Tsinghua Science and Technology Park, No. 1, science and technology building, block B, layer 21, layer Patentee before: Beijing Zhenghe Hengji Binshui Ecology Environmental Management Co., Ltd. |
|
| TR01 | Transfer of patent right | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 100084, 27 floor, block B, science and technology building, Tsinghua Science and Technology Park, 1 Zhongguancun East Road, Haidian District, Beijing. Patentee after: Beijing and Henderson Urban International New York Ltd Address before: 100084, 27 floor, block B, science and technology building, Tsinghua Science and Technology Park, 1 Zhongguancun East Road, Haidian District, Beijing. Patentee before: Beijing City Planning & Design Institute Co., Ltd. |
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| CP01 | Change in the name or title of a patent holder | ||
| CX01 | Expiry of patent term |
Granted publication date: 20120704 |
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| CX01 | Expiry of patent term |