CN109629653A - Inhibit the method for Topographic factor - Google Patents
Inhibit the method for Topographic factor Download PDFInfo
- Publication number
- CN109629653A CN109629653A CN201811512264.XA CN201811512264A CN109629653A CN 109629653 A CN109629653 A CN 109629653A CN 201811512264 A CN201811512264 A CN 201811512264A CN 109629653 A CN109629653 A CN 109629653A
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- China
- Prior art keywords
- bamboo
- hillside fields
- rubble
- retention
- fence unit
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- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/207—Securing of slopes or inclines with means incorporating sheet piles or piles
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/14—Devices for separating liquid or solid substances from sewage, e.g. sand or sludge traps, rakes or grates
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0071—Wood
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Health & Medical Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Revetment (AREA)
Abstract
The invention discloses a kind of methods for inhibiting Topographic factor, include the following steps a) in the fixed retention fence unit in slope, retention fence unit includes two vertical bamboo stakes, the connector of lateral strip is respectively fixedly connected in two bamboos stake top, lower part, bamboo net is fixed in the space surrounded between bamboo stake and connector, bamboo stake lower end is equipped with tip, and the tip of two bamboos stake is pounded into hillside fields vertically along hillside fields contour direction, completes the fixation of retention fence unit and hillside fields；B) rubble is loaded in the space of retention fence unit and hillside fields opposite side, rubble includes that the rubble of 5~50mm of rubble and partial size of 1~5mm of partial size is mixed by the volume ratio of 1:30~40.The invention is economical and practical, construction is convenient, can effectively inhibit Topographic factor.
Description
Technical field
The present invention relates to conservation technology field, in particular to a kind of method for inhibiting Topographic factor.
Background technique
Soil erosion refers to that utilization of the mankind to soil, especially unreasonable to water and soil resources exploitation and operation make soil
The covering of earth wrecks, and exposed soil is greater than the amount that chorizon educates chemical conversion soil, soil stream by hydraulic erosion, number of dropouts
It loses and is lost by surface soil loss, cubsoil and the matrix that arrives is lost, rock is exposed eventually.
Soil is non-renewable resources, and the soil for being unfavorable for exploitation in China soil is also more, fragile ecological environment and
The irrational utilization of the mankind gives soil reclamation many problems.The problems such as desertification in soil, the soil erosion and transition in arable land
The extensive concern of people is caused.
China is man, Ge Duo mountain country, and mountainous region area accounts for the 2/3 of national territorial area；China's most area belongs to monsoon climate,
Precipitation is concentrated, and precipitation in rain season often reaches the 60%~80% of annual precipitation, and more heavy rains.It is prone to the ground quality of soil erosion
Looks condition and weather conditions are the main reason for causing China that soil erosion occurs.
The method such as plant hedge method of soil erosion, i.e., sowing suitable according to local geological conditions selection are reduced at present
Plant forms intensive hedge by the planting density between plant, achievees the purpose that prevent erosion, but this method is implemented
Period is longer, higher cost.Besides by the way of bamboo raft dowel, by the way that multiple bamboo rafts are linked together, and will be multiple
Bamboo raft knocks in bottom of slope and forms barrier, achievees the purpose that prevent erosion, and which construction time is long, and effect is also unobvious,
For this reason, it may be necessary to a kind of method for inhibiting Topographic factor that convenient, fast, practical, economy, effect are good.
Summary of the invention
In view of the deficiencies of the prior art, the present invention intends to provide, one kind is economical and practical, construction is convenient, can have
The method that effect inhibits Topographic factor.
The technical scheme of the invention to solve the technical problem is: a kind of method for inhibiting Topographic factor,
The following steps are included:
A) in the fixed retention fence unit in slope, the retention fence unit includes two vertical bamboos stakes, in the two bamboos stakes
The connector of lateral strip is respectively fixedly connected in portion, lower part, is fixed with bamboo in the space surrounded between the bamboo stake and connector
Net, bamboo stake lower end are equipped with tip, and the tip of the two bamboo stakes is pounded into hillside fields vertically along hillside fields contour direction, is completed
The fixation of retention the fence unit and hillside fields；
B) it is described retention fence unit and the hillside fields opposite side space in filling rubble, the rubble include partial size 1~
The rubble of 5~50mm of rubble and partial size of 5mm is mixed by the volume ratio of 1:30~40.
The method of above-mentioned inhibition Topographic factor, wherein the connector is one of bamboo chip, bamboo pole, steel band.
The method of above-mentioned inhibition Topographic factor, wherein a length of 3~5m of the connector.
The method of above-mentioned inhibition Topographic factor, wherein the grid of the bamboo net is rectangle or diamond shape.
The method of above-mentioned inhibition Topographic factor, wherein the height of the bamboo stake is 1~1.5m.
The method of above-mentioned inhibition Topographic factor, wherein fix other by the way of the step a and step b
The retention fence unit, multiple retention fence units are fixed into a circle according to topography head and the tail on the contour in hillside fields.
The method of above-mentioned inhibition Topographic factor, wherein fix other by the way of the step a and step b
The retention fence unit, multiple retention fence units are in be staggered along hillside fields from top to bottom.
In conclusion the invention has the following advantages: by being from top to bottom in that retention is staggeredly arranged along hillside fields
Fence unit, can buffer the runoff velocity of rain drop erosion, and effectively catching silt plays the role of conserving water and soil.
Due to retention fence unit and hillside fields opposite side space in load rubble, make the water of rainwater rainwash from
Outflow is permeated in rubble, so that the soil that runoff zones are got off retains, when multiple retention fence units are along hillside fields contour head and the tail
It is connected and forms a circle, the soil on the rubble of multiple retention fence units by retention, which is saved bit by bit, can becomes hillside fields at this ladder
Field, multiple retention fence units just become the raised path through fields of terraced fields.After terraced fields are formed, industrial crops can also be planted, improve hillside fields
Utility value.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of present invention retention fence unit；
Fig. 2 is the structural schematic diagram of the embodiment of the present invention one, embodiment two；
Fig. 3 is the structural schematic diagram of the embodiment of the present invention three.
Attached drawing mark
1, fence unit is retained；2, bamboo stake；3, tip；4, connector；5, bamboo net；6, grid；7, hillside fields.
Specific embodiment
Below in conjunction with attached drawing, invention is further described in detail.The wherein identical appended drawing reference of identical components
It indicates.It should be noted that word "front", "rear" used in the following description, "left", "right", "up" and "down" refer to it is attached
Direction in figure, word " bottom surface " and " top surface ", "inner" and "outside" are referred respectively to towards or away from geometric center of specific component
Direction.
As shown in Figure 1, 2, embodiment one
A kind of method for inhibiting 7 soil erosion of hillside fields of the present invention, comprising the following steps:
A) the fixed retention fence unit 1 on hillside fields 7, retention fence unit 1 include two vertical bamboos stakes 2, two bamboos stake, 2 tops,
The connector 4 of lateral strip is respectively fixedly connected in lower part, is fixed with bamboo net 5 in the space surrounded between bamboo stake 2 and connector 4,
2 lower ends of bamboo stake are equipped with tip 3, and the tip 3 of two bamboos stake 2 is pounded along 7 contour direction of hillside fields into hillside fields 7 vertically, completes retention
The fixation of fence unit 1 and hillside fields 7；
B) rubble is loaded in the space of retention fence unit 1 and 7 opposite side of hillside fields, rubble includes the broken of 1~5mm of partial size
The rubble of 5~50mm of stone and partial size is mixed by 1:30 volume ratio.
The preferably bamboo chip of connector 4, a length of 3m of connector 4, bamboo chip have elasticity, and it is curved can will to retain fence unit 1
At arcuation, it is preferably bonded adaptation to enable to retain fence unit 1 with the landform in hillside fields 7, can be more convenient in retention fence list
Rubble is loaded in first 1 space opposite with hillside fields 7.
The grid 6 of bamboo net 5 is diamond shape, and the size of grid 6 is not to leak rubble.
The highly preferred 1m of bamboo stake 2.
Other retention fence units 1 are fixed by the way of step a and step b, multiple retention fence units 1 are in hillside fields 7
Contour on according to topography head and the tail be fixed into a circle.
Due to loading rubble in the space of retention fence unit 1 and 7 opposite side of hillside fields, make the water of rainwater rainwash
Outflow is permeated from rubble, so that the soil that runoff zones are got off retains.When multiple retention fence units 1 are along 7 contour of hillside fields
It joins end to end and forms a circle, the soil on the rubble of filling by retention for a long time is saved bit by bit, and hillside fields 7 just will become circle ladder at this
Field, multiple retention fence units 1 just become the raised path through fields of terraced fields.After terraced fields are formed, industrial crops can also be planted, improve hillside fields
7 utility value.
As shown in Figure 1, 2, embodiment two
A kind of method for inhibiting 7 soil erosion of hillside fields of the present invention, comprising the following steps:
A) the fixed retention fence unit 1 on hillside fields 7, retention fence unit 1 include two vertical bamboos stakes 2, two bamboos stake, 2 tops,
The connector 4 of lateral strip is respectively fixedly connected in lower part, is fixed with bamboo net 5 in the space surrounded between bamboo stake 2 and connector 4,
2 lower ends of bamboo stake are equipped with tip 3, and the tip 3 of two bamboos stake 2 is pounded along 7 contour direction of hillside fields into hillside fields 7 vertically, completes retention
The fixation of fence unit 1 and hillside fields 7；
B) rubble is loaded in the space of retention fence unit 1 and 7 opposite side of hillside fields, rubble includes the broken of 1~5mm of partial size
The rubble of 5~50mm of stone and partial size is mixed by 1:35 volume ratio.
The preferred bamboo chip of connector 4, a length of 4m of bamboo chip, bamboo chip have elasticity, retention fence unit 1 can be curved arc
Shape with the landform in hillside fields 7 is preferably bonded adaptations to enable to retain fence unit 1, can be more convenient in retention fence unit 1 and
Rubble is loaded in the opposite space in hillside fields 7.
The grid 6 of bamboo net 5 is diamond shape, and the size of grid 6 is not to leak rubble.
The highly preferred 1.2m of bamboo stake 2.
Other retention fence units 1 are fixed by the way of step a and step b, multiple retention fence units 1 are in hillside fields 7
Contour on according to topography head and the tail be fixed into a circle.
Due to loading rubble in the space of retention fence unit 1 and 7 opposite side of hillside fields, make the water of rainwater rainwash
Outflow is permeated from rubble, so that the soil that runoff zones are got off retains.When multiple retention fence units 1 are along 7 contour of hillside fields
It joins end to end and forms a circle, the soil on the rubble of filling by retention for a long time is saved bit by bit, and hillside fields 7 just will become circle ladder at this
Field, multiple retention fence units 1 just become the raised path through fields of terraced fields.After terraced fields are formed, industrial crops can also be planted, improve hillside fields
7 utility value.
As shown in Figure 1,3, embodiment three
A kind of method for inhibiting 7 soil erosion of hillside fields of the present invention, comprising the following steps:
A) the fixed retention fence unit 1 on hillside fields 7, retention fence unit 1 include two vertical bamboos stakes 2, two bamboos stake, 2 tops,
The connector 4 of lateral strip is respectively fixedly connected in lower part, is fixed with bamboo net 5 in the space surrounded between bamboo stake 2 and connector 4,
2 lower ends of bamboo stake are equipped with tip 3, and the tip 3 of two bamboos stake 2 is pounded along 7 contour direction of hillside fields into hillside fields 7 vertically, completes retention
The fixation of fence unit 1 and hillside fields 7；
B) retention fence unit 1 and 7 opposite side of hillside fields space in load rubble, rubble include 1~5mm of partial size rubble with
The rubble of 5~50mm of partial size is mixed by 1:40 volume ratio.
4 preferred steel band of connector, a length of 5m of steel band.Steel band has elasticity, retention fence unit 1 can be curved arc
Shape with the landform in hillside fields 7 is preferably bonded adaptations to enable to retain fence unit 1, can be more convenient in retention fence unit 1 and
Rubble is loaded in the opposite space in hillside fields 7.
The grid 6 of bamboo net 5 is diamond shape, and the size of grid 6 is not to leak rubble.
The highly preferred 1.5m of bamboo stake 2.
Other retention fence units 1 are fixed by the way of step a and step b, multiple retention fence units 1 are along slope
Ground 7 is in be staggered from top to bottom.
Since there are two bamboo stakes 2 for each retention fence unit 1, so fixed retention fence unit 1 only need to be by two bamboos
Stake is struck such as hillside fields 7, is constructed extremely convenient.
Retention fence unit 1 is set by being staggered along hillside fields 7, rain drop erosion, effectively catching water and mud can be buffered
Sand, while the silt retained is accumulated before retaining fence unit 1, also the vegetation growth for hillside fields 7 creates advantage.
This specific embodiment is only explanation of the invention, is not limitation of the present invention, those skilled in the art
Member can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but as long as at this
All by the protection of Patent Law in the scope of the claims of invention.
Claims (7)
1. a kind of method for inhibiting Topographic factor, which comprises the following steps:
A) in the fixed retention fence unit in slope, the retention fence unit includes two vertical bamboos stakes, in the two bamboos stakes
The connector of lateral strip is respectively fixedly connected in portion, lower part, is fixed with bamboo in the space surrounded between the bamboo stake and connector
Net, bamboo stake lower end are equipped with tip, and the tip of the two bamboo stakes is pounded into hillside fields vertically along hillside fields contour direction, is completed
The fixation of retention the fence unit and hillside fields；
B) it is described retention fence unit and the hillside fields opposite side space in filling rubble, the rubble include partial size 1~
The rubble of 5~50mm of rubble and partial size of 5mm is mixed by the volume ratio of 1:30~40.
2. inhibiting the method for Topographic factor as described in claim 1, which is characterized in that the connector is bamboo chip, bamboo
One of pole, steel band.
3. inhibiting the method for Topographic factor as claimed in claim 1 or 2, which is characterized in that a length of the 3 of the connector
~5m.
4. inhibiting the method for Topographic factor as described in claim 1, which is characterized in that the grid of the bamboo net is rectangle
Or diamond shape.
5. inhibiting the method for Topographic factor as described in claim 1, which is characterized in that the height of bamboo stake is 1~
1.5m。
6. inhibiting the method for Topographic factor as described in claim 1, which is characterized in that use the step a and step b
Mode fix other retention fence units, multiple retention fence units are on the contour in hillside fields according to topography head and the tail
It is fixed into a circle.
7. inhibiting the method for Topographic factor as described in claim 1, which is characterized in that use the step a and step b
Mode fix other retention fence units, multiple retention fence units are in be staggered along hillside fields from top to bottom.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2018111317390 | 2018-09-27 | ||
| CN201811131739 | 2018-09-27 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109629653A true CN109629653A (en) | 2019-04-16 |
Family
ID=66073000
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811512264.XA Pending CN109629653A (en) | 2018-09-27 | 2018-12-11 | Inhibit the method for Topographic factor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109629653A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110249883A (en) * | 2019-06-14 | 2019-09-20 | 吉林省长白工坊科贸有限公司 | A method of it transplanting more season roses and reduces Topographic factor |
| CN110786197A (en) * | 2019-09-29 | 2020-02-14 | 赣南医学院 | Rejuvenation method for camellia oleifera trees in mountain sloping fields |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20020020008A (en) * | 2000-09-06 | 2002-03-14 | 이근희 | Construction method for water storage facilities keeping stable water storage level and preventing floation in underground |
| CN2499682Y (en) * | 2001-08-24 | 2002-07-10 | 张龙萌 | Multifunction combined steel rail |
| CN1641108A (en) * | 2004-01-18 | 2005-07-20 | 刘平 | Live net mud-stopping dam |
| CN101649608A (en) * | 2009-09-01 | 2010-02-17 | 同济大学 | Ecological slope protection structure |
| CN201574398U (en) * | 2009-12-30 | 2010-09-08 | 中铁西南科学研究院有限公司 | Pure ecological soil reinforcement protective layer for rock side slope |
-
2018
- 2018-12-11 CN CN201811512264.XA patent/CN109629653A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20020020008A (en) * | 2000-09-06 | 2002-03-14 | 이근희 | Construction method for water storage facilities keeping stable water storage level and preventing floation in underground |
| CN2499682Y (en) * | 2001-08-24 | 2002-07-10 | 张龙萌 | Multifunction combined steel rail |
| CN1641108A (en) * | 2004-01-18 | 2005-07-20 | 刘平 | Live net mud-stopping dam |
| CN101649608A (en) * | 2009-09-01 | 2010-02-17 | 同济大学 | Ecological slope protection structure |
| CN201574398U (en) * | 2009-12-30 | 2010-09-08 | 中铁西南科学研究院有限公司 | Pure ecological soil reinforcement protective layer for rock side slope |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110249883A (en) * | 2019-06-14 | 2019-09-20 | 吉林省长白工坊科贸有限公司 | A method of it transplanting more season roses and reduces Topographic factor |
| CN110786197A (en) * | 2019-09-29 | 2020-02-14 | 赣南医学院 | Rejuvenation method for camellia oleifera trees in mountain sloping fields |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information | ||
| CB02 | Change of applicant information |
Address after: 101149 room 346, 3 / F, 9 Guangyuan West Street, Zhangjiawan Town, Tongzhou District, Beijing Applicant after: Beijing Beikong Ecological Construction Group Co.,Ltd. Address before: 101149 room 346, 3 / F, 9 Guangyuan West Street, Zhangjiawan Town, Tongzhou District, Beijing Applicant before: Beijing Beikong Ecological Construction Co.,Ltd. Address after: 101149 room 346, 3 / F, 9 Guangyuan West Street, Zhangjiawan Town, Tongzhou District, Beijing Applicant after: Beijing Beifa Ecological Construction Co.,Ltd. Address before: 102200 room 528, building 11, 1 tower, Changping District science and Technology Park, Beijing. Applicant before: BEIJING BEIFA ECOLOGICAL GARDEN Co.,Ltd. Address after: 101149 room 346, 3 / F, 9 Guangyuan West Street, Zhangjiawan Town, Tongzhou District, Beijing Applicant after: Beijing Beikong Ecological Construction Co.,Ltd. Address before: 101149 room 346, 3 / F, 9 Guangyuan West Street, Zhangjiawan Town, Tongzhou District, Beijing Applicant before: Beijing Beifa Ecological Construction Co.,Ltd. |
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190416 |