CN106854854A - A kind of combined type sand protection facilities suitable for extreme wind area - Google Patents
A kind of combined type sand protection facilities suitable for extreme wind area Download PDFInfo
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- CN106854854A CN106854854A CN201610893008.4A CN201610893008A CN106854854A CN 106854854 A CN106854854 A CN 106854854A CN 201610893008 A CN201610893008 A CN 201610893008A CN 106854854 A CN106854854 A CN 106854854A
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- sand
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F7/00—Devices affording protection against snow, sand drifts, side-wind effects, snowslides, avalanches or falling rocks; Anti-dazzle arrangements ; Sight-screens for roads, e.g. to mask accident site
- E01F7/02—Snow fences or similar devices, e.g. devices affording protection against sand drifts or side-wind effects
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- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The present invention relates to dust storm Prevention Technique field, more particularly to a kind of combined type sand protection facilities suitable for extreme wind area；The sand protection facilities is arranged on the windward side of highway or railway, including sand preventing dyke, the husky fence of resistance and sand hole, and sand hole is arranged on the leeward side of sand preventing dyke, and the husky fence of resistance is arranged on sand preventing dyke.Sand preventing dyke is subtriangular, and windward side levee slope and ground angle are 32 °~50 °, and leeward side levee slope and ground angle are 20 °~32 °；The husky fence of resistance is arranged on sand preventing dyke top；The husky fence bottom of resistance sets pillar ground.The present invention constitutes the sand prevention system of systems of scale; be it is a kind of effectively deter high-order stream, without wind erosion and suitable for strong wind, extreme wind region integrate training for sediment, resistance sand, sand prevention combined type sand protection facilities; it is husky for checking under the especially big wind speed wind sand environment in desert and Gobi area and resistance, high speed stream is effectively prevent to railway and the sand damage of highway.
Description
Technical field
The present invention relates to dust storm Prevention Technique field, more particularly to a kind of combined type sand prevention suitable for extreme wind area sets
Apply.
Background technology
The social economy of the research of China's dust storm prevention and cure project and practice calls close around NORTHWEST CHINA wind sandy land
Development is target with environment remediation.In NORTHWEST CHINA portion arid area, Gobi desert, desert are widely distributed, Gobi desert, desert area wind speed
Up to 20~60 meter per seconds, it is big that a high position takes husky amount, and wind erosion roadbed, sand bury track, wind and turn over the disaster accidents such as train and happens occasionally, sternly
Jeopardize rail facility and traffic safety again.Therefore, in order to ensure the safe operation of high-speed railway, highway under strong wind atmosphere, prevent
Husky measure is the important technological problems that windblown sand movement faces.
Although it is relatively early to the research of the windblown sand movement in desert, Gobi Region railway and highway and application both at home and abroad, and it is existing compared with
Rich experience and theory, but compared with general drift sand earth's surface, extreme wind area dust storm, gravel particle spring are higher, and wind-force is powerful,
Structure of wind-Sand Flow is in unique " trunk " effect, the characteristic with encroachment.At present both at home and abroad for Gobi desert, desert it is especially big
The research of wind area hazards of sand storms improvement and related feasible technical measures are very few, are that current dust storm prevention and control field is badly in need of asking for solution
Topic.
The solid protection system of resistance that present Gobi desert, desert area are generally used can be played to less than 2 meters of conventional stream
The good husky effect of checking resistance, but in the Gobi desert of especially big wind speed, desert area, its sand prevention effect has following defect：
1st, the high-order dust storm to 2~5 meters of height does not have stop interception function；
2nd, due to the stop to low level high speed dust storm, promote part low level dust storm to turn to, increased high-order dust storm amount, and accelerate height
Position stream；
3rd, under the effect of especially big wind speed, easily there is wind erosion failure in conventional sand protection facilities.
The content of the invention
The technical problem to be solved in the present invention is to provide that a kind of to integrate training for sediment, resistance husky, sand prevention suitable for extreme wind
The combined type sand protection facilities in area；The sand protection facilities can effectively stop the high-order dust storm of interception.
In order to solve the above-mentioned technical problem, the technical scheme that the present invention takes is as follows：A kind of group suitable for extreme wind area
Box-like sand protection facilities；The sand protection facilities is arranged on the windward side of highway or railway, including sand preventing dyke, the husky fence of resistance and sand hole,
Sand hole is arranged on the leeward side of sand preventing dyke, and the husky fence of resistance is arranged on sand preventing dyke.
Further：Sand preventing dyke is subtriangular, and windward side levee slope and ground angle are 32 °~50 °, leeward side levee slope
It it is 20 °~32 ° with ground angle；The husky fence of resistance is arranged on sand preventing dyke top；The husky fence bottom of resistance sets pillar ground.
The present invention uses triangle sand preventing dyke in the preventing and treating in Gobi desert, desert extreme wind area railway and highway, anti-with trapezoidal
Sand barrier is compared, and the training for sediment effect of triangle sand preventing dyke becomes apparent, and saves material, though sand effect is limited, especially big
In the presence of wind speed, sand preventing dyke can change stream direction, make stream more overprotection object so as to prevent or reduce sand damage,
It is the first line of defence of the combined type sand protection facilities.
Present invention handicapping sand fence on sand preventing dyke, it is possible to increase the resistance of stream motion, promotes its sedimentation of slowing down, retardance
Passed by stream with interception, most of sand is rested on the windward side of sand preventing dyke, be the second defence line of the sand protection facilities.
The present invention sets sand hole in the leeward side of sand preventing dyke, the sand for crossing the husky fence of resistance is deposited in sand hole, keeps away
Exempt from or reduce harm of the especially big wind speed leeward sand drift to railway or highway, be the three lines of defence of the sand protection facilities.
The present invention constitutes the sand prevention system of systems of scale, based on big residing for Gobi desert, Desert Highway or railway
Wind wind sand environment, the Dominant Facies of sand preventing dyke and the husky fence of resistance are combined, be it is a kind of effectively deter high-order stream, without wind erosion and
Suitable for strong wind, the combined type sand protection facilities for integrating training for sediment, resistance sand, sand prevention in extreme wind region, for desert and Gobi ground
Checking and resistance are husky under the especially big wind speed wind sand environment in area.Result of study shows that the present invention can effectively resist the high position in especially big wind speed area
Stream, avoid erode phenomenon, dustproof effect significantly, effectively prevent high speed stream to railway and the sand damage of highway.
Brief description of the drawings
Fig. 1 is structural representation of the invention.
In figure：1-sand preventing dyke, the husky fence of 2-resistance, 3-sand hole, 4-pillar ground, 5-highway or railway, α-meet
Wind side levee slope and ground angle, β-leeward side levee slope and ground angle.
Specific embodiment
In the description of the invention, it is to be understood that the side of the instruction such as term " windward side ", " leeward side ", " top "
It, based on orientation shown in the drawings or position relationship, is described with simplified for ease of the description present invention that position or position relationship are, and
It is not that the device or element for indicating or inferring meaning must have specific orientation, be specific azimuth configuration and operation, thus
It is not intended that the limitation to present invention protection content.
Direction in the present embodiment is with Fig. 1 as reference：Arrow show prevailing wind direction；Windward side is that prevailing wind direction is first passed through
Side, leeward side be after prevailing wind direction by side.
As shown in Figure 1：A kind of combined type sand protection facilities suitable for extreme wind area；The sand protection facilities is arranged on highway or iron
The windward side on road 5, the sand protection facilities includes the husky fence 2 of sand preventing dyke 1, resistance and sand hole 3, and sand hole 3 is arranged on the back of the body of sand preventing dyke 1
Wind side, the husky fence 2 of resistance is arranged on sand preventing dyke 1.Whole combined type sand protection facilities is arranged on the windward side of railway or highway 5, energy
Effectively prevent railway or highway from receiving hazards of sand storms.
Sand preventing dyke 1 is subtriangular, is highly 0.5~2m；Research shows that 32 ° is the angle of repose on sand dune, therefore windward side
Levee slope is 32 °~50 ° with ground angle α, and leeward side levee slope is 20 °~32 ° with ground angle β；The husky fence 2 of resistance is arranged on sand prevention
The top of dike 1, is highly 1.5~3m, can give full play to the husky effect of its high steric-hindrance amino, effectively stops and intercepts high-order dust storm；The husky grid of resistance
The bottom of column 2 is provided with pillar ground 4, the firm reliability of the husky fence of enhancing resistance.
Sand hole 3 is arranged on the side of highway or railway 5, and it is 2~4m that sand cheats 3 width, and depth is 1.5~3m, be will extend over
The sand of the husky fence of resistance is collected into sand hole.
Claims (4)
1. a kind of combined type sand protection facilities suitable for extreme wind area；It is characterized in that：The sand protection facilities is arranged on highway or iron
Road（5）Windward side, the sand protection facilities include sand preventing dyke（1）, the husky fence of resistance（2）Cheated with sand（3）, sand hole（3）It is arranged on
Sand preventing dyke（1）Leeward side, the husky fence of resistance（2）It is arranged on sand preventing dyke（1）On.
2. a kind of combined type sand protection facilities suitable for extreme wind area as claimed in claim 1；It is characterized in that：Sand preventing dyke
（1）Highly it is 0.5~2m for subtriangular；Windward side levee slope and ground angle（α）Be 32 °~50 °, leeward side levee slope with
Ground angle（β）It is 20 °~32 °.
3. a kind of combined type sand protection facilities suitable for extreme wind area as claimed in claim 1 or 2；It is characterized in that：Resistance is husky
Fence（2）It is arranged on sand preventing dyke（1）Top, is highly 1.5~3m.
4. a kind of combined type sand protection facilities suitable for extreme wind area as claimed in claim 3；It is characterized in that：The husky fence of resistance
（2）Bottom is provided with pillar ground（4）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610893008.4A CN106854854A (en) | 2016-10-13 | 2016-10-13 | A kind of combined type sand protection facilities suitable for extreme wind area |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610893008.4A CN106854854A (en) | 2016-10-13 | 2016-10-13 | A kind of combined type sand protection facilities suitable for extreme wind area |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106854854A true CN106854854A (en) | 2017-06-16 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610893008.4A Pending CN106854854A (en) | 2016-10-13 | 2016-10-13 | A kind of combined type sand protection facilities suitable for extreme wind area |
Country Status (1)
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| CN (1) | CN106854854A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108103968A (en) * | 2018-02-06 | 2018-06-01 | 中国科学院寒区旱区环境与工程研究所 | Suitable for the road sand storm protection system and its construction method in drift sand area |
| CN108166404A (en) * | 2018-03-09 | 2018-06-15 | 兰州铁道设计院有限公司 | A kind of railway overpass wind prevention and sand resistance plate |
| CN109235411A (en) * | 2018-09-27 | 2019-01-18 | 中国科学院寒区旱区环境与工程研究所 | Suitable for Wind-sandy Area assembled collection sand polywater afforestation protection system |
| CN112941995A (en) * | 2021-02-01 | 2021-06-11 | 石河子大学 | Combined engineering system for embankment type roadbed sand prevention and flood control functions |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003336222A (en) * | 2002-05-21 | 2003-11-28 | Nippon Parts Center:Kk | Foldable fence |
| CN102369326A (en) * | 2010-08-23 | 2012-03-07 | 娄志平 | Windproof and sand-blocking dam with net cage sand barriers constructed by machine and constructing method thereof |
| CN102900028A (en) * | 2012-05-08 | 2013-01-30 | 中国科学院寒区旱区环境与工程研究所 | Triangular and trapezoidal sand control dams and sand trap ditch protection system for Gobi sandstorm prevention and treatment |
| CN102926372A (en) * | 2012-10-30 | 2013-02-13 | 娄志平 | Embedded type sediment trapping net sediment storage dam and construction method thereof |
| CN103774635A (en) * | 2013-10-20 | 2014-05-07 | 娄志平 | Construction method for sediment storage dam with suspension bag-shaped high-standing type sediment storage net |
| CN203977312U (en) * | 2014-06-30 | 2014-12-03 | 中国科学院寒区旱区环境与工程研究所 | The windproof dike of a kind of isosceles trapezoid for Lan-xing Railway the second double line |
| CN104652402A (en) * | 2015-01-16 | 2015-05-27 | 中国农业大学 | Composite sand-protecting barrier |
| CN104727239A (en) * | 2013-12-20 | 2015-06-24 | 甘肃金海新材料有限公司 | High and vertical type sand-preventing barrier for high-wind-speed sandy areas |
-
2016
- 2016-10-13 CN CN201610893008.4A patent/CN106854854A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003336222A (en) * | 2002-05-21 | 2003-11-28 | Nippon Parts Center:Kk | Foldable fence |
| CN102369326A (en) * | 2010-08-23 | 2012-03-07 | 娄志平 | Windproof and sand-blocking dam with net cage sand barriers constructed by machine and constructing method thereof |
| CN102900028A (en) * | 2012-05-08 | 2013-01-30 | 中国科学院寒区旱区环境与工程研究所 | Triangular and trapezoidal sand control dams and sand trap ditch protection system for Gobi sandstorm prevention and treatment |
| CN102926372A (en) * | 2012-10-30 | 2013-02-13 | 娄志平 | Embedded type sediment trapping net sediment storage dam and construction method thereof |
| CN103774635A (en) * | 2013-10-20 | 2014-05-07 | 娄志平 | Construction method for sediment storage dam with suspension bag-shaped high-standing type sediment storage net |
| CN104727239A (en) * | 2013-12-20 | 2015-06-24 | 甘肃金海新材料有限公司 | High and vertical type sand-preventing barrier for high-wind-speed sandy areas |
| CN203977312U (en) * | 2014-06-30 | 2014-12-03 | 中国科学院寒区旱区环境与工程研究所 | The windproof dike of a kind of isosceles trapezoid for Lan-xing Railway the second double line |
| CN104652402A (en) * | 2015-01-16 | 2015-05-27 | 中国农业大学 | Composite sand-protecting barrier |
Non-Patent Citations (2)
| Title |
|---|
| 李建国,屈建军等: "不同类型防沙堤流场的风洞实验模拟研究", 《中国沙漠》 * |
| 王志强, 何艺峰等: "防沙堤风场特征数值模拟", 《环境科学与技术》 * |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108103968A (en) * | 2018-02-06 | 2018-06-01 | 中国科学院寒区旱区环境与工程研究所 | Suitable for the road sand storm protection system and its construction method in drift sand area |
| CN108166404A (en) * | 2018-03-09 | 2018-06-15 | 兰州铁道设计院有限公司 | A kind of railway overpass wind prevention and sand resistance plate |
| CN109235411A (en) * | 2018-09-27 | 2019-01-18 | 中国科学院寒区旱区环境与工程研究所 | Suitable for Wind-sandy Area assembled collection sand polywater afforestation protection system |
| CN109235411B (en) * | 2018-09-27 | 2019-09-06 | 中国科学院寒区旱区环境与工程研究所 | Suitable for Wind-sandy Area assembled collection sand polywater afforestation protection system |
| CN112941995A (en) * | 2021-02-01 | 2021-06-11 | 石河子大学 | Combined engineering system for embankment type roadbed sand prevention and flood control functions |
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Legal Events
| Date | Code | Title | Description |
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| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| TA01 | Transfer of patent application right | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20170829 Address after: Chengguan District of Gansu city of Lanzhou province Donggang West Road 730000 No. 320 Applicant after: COLD AND ARID REGIONS ENVIRONMENTAL AND ENGINEERING Research Institute,CHINESE ACADEMY OF SCIENCES Applicant after: CHINA RAILWAY Corp. Address before: Chengguan District of Gansu city of Lanzhou province Donggang West Road 730000 No. 320 (Chinese Academy of Sciences CAREERI) Applicant before: COLD AND ARID REGIONS ENVIRONMENTAL AND ENGINEERING Research Institute,CHINESE ACADEMY OF SCIENCES |
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| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170616 |