CN202323788U - High vertical splayed net-cage sand barrier and construction structure thereof - Google Patents
High vertical splayed net-cage sand barrier and construction structure thereof Download PDFInfo
- Publication number
- CN202323788U CN202323788U CN2011204212241U CN201120421224U CN202323788U CN 202323788 U CN202323788 U CN 202323788U CN 2011204212241 U CN2011204212241 U CN 2011204212241U CN 201120421224 U CN201120421224 U CN 201120421224U CN 202323788 U CN202323788 U CN 202323788U
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- China
- Prior art keywords
- high vertical
- sand barrier
- font support
- cylinder mould
- net cage
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- Expired - Lifetime
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- 239000004576 sand Substances 0.000 title claims abstract description 38
- 230000004888 barrier function Effects 0.000 title claims abstract description 36
- 238000010276 construction Methods 0.000 title abstract description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 230000000903 blocking effect Effects 0.000 abstract 1
- 239000013049 sediment Substances 0.000 description 7
- 239000011435 rock Substances 0.000 description 4
- 238000004382 potting Methods 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
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- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The utility model aims to provide a high vertical splayed net-cage sand barrier which is used for blocking the quicksand of a desert, and a construction structure of the high vertical splayed net-cage sand barrier, and belongs to the technical field of engineering. The high vertical splayed net-cage sand barrier consists of A-shaped brackets, bracket transverse beams, traction fixed ropes, net cage surfaces and fixed clamping strips, wherein the width of each net cage surface is greater than the side length of each A-shaped bracket; and the net cage surfaces which extend out of the bottom end of each bracket form net cage skirt edges. The construction structure of the high vertical splayed net-cage sand barrier is characterized in that: the A-shaped brackets are arranged on the desert at intervals of 1 m to 5 m; the tops of the two adjacent A-shaped brackets are fixed by the traction fixed rope; the net cage surfaces are arranged on the front and rear sides of each A-shaped bracket and fixed on the A-shaped bracket through the fixed clamping strips; and the net cage skirt edges which extend out of the bottom end of each bracket are embedded into the desert, so the high vertical splayed net-cage sand barrier is formed.
Description
Technical field
The utility model relates to the sand control engineering technical field, is specially a kind of high vertical splayed net cage sand barrier and constructing structure thereof.
Background technology
Present sediment trapping engineering on desert railway and desert highway next door; What mostly use is upright high vertical sediment trapping net, and this upright high vertical sediment trapping net will use thick concrete pile as support bar, and support bar is just very heavy; Because the sediment trapping net is upright; Strong wind is easy to make the husky sky of washing in a pan in the desert under the sediment trapping net bottom concrete support bar bottom unsettled, thereby make the lodging of high vertical sediment trapping net.
Summary of the invention
The technical problem that the utility model will solve and the technical assignment of proposition are the technological deficiencies that overcomes existing high vertical sediment trapping net; Aim to provide a kind of simple in structure, easy construction, cheaply can not washed in a pan the high vertical splayed net cage sand barrier and the constructing structure thereof of empty bottom again by strong wind; Be used to tackle the desert drift sand, the utility model adopts following technical scheme for this reason:
The high vertical splayed net cage sand barrier is made up of A font support, traction and fixation rope, cylinder mould face and fixed clamping bar; The height of A font support is selected between 50cm to 170cm as required, the position of A font support intermediate support crossbeam, distance bracket bottom 10cm to 30cm; The drift angle of high vertical A font support is 60 ° of angles; Drift angle allows between 45 to 75 ° angle, to select, and A font support can be made with steel concrete, also can use reinforcing bar, angle bar or timber to make.The cylinder mould face is the plastic wire of degree of porosity between 45% to 55%; The wide cut of cylinder mould face is greater than the length of side of A font support; Extend 25cm to 60cm from the bottom of A font support; The cylinder mould face that extends the support bottom constitutes the cylinder mould shirt rim, and the cylinder mould shirt rim embeds in the desert becomes the fixedly very heavy bob of splayed net cage sand barrier, and the cylinder mould shirt rim can stop strong wind naughty to dashing of high vertical splayed net cage sand barrier bottom simultaneously.
The constructing structure of high vertical splayed net cage sand barrier comprises the following steps:
1, on the desert along the high vertical splayed net cage sand barrier construction access road of planning, at interval 1m to 5m is provided with an A font support, A font support is vertical with the desert; The rack beam of adjacent A font support is parallel to each other; The rack beam of A font support contacts with the desert level, and insert in the desert support bottom below the rack beam, and the top of adjacent A font support is fixed by traction and fixation rope tractive; Make A font support keep vertical, can not vacillate now to the left, now to the right.
2, construction finishes behind the traction and fixation rope; The cylinder mould face is spread in both sides before and after A font support, and cylinder mould face top margin and A font cantilever tip flush, and the cylinder mould face is tightened up and down; Be fixed on the cylinder mould face on the A font support by fixed clamping bar; Along the front and back bottom one line ditching of A font support, go into the cylinder mould shirt rim potting that extends the support bottom in the desert then, constituting the cross section is splay high vertical splayed net cage sand barrier; The cylinder mould shirt rim that embeds in the desert becomes the very heavy bob that stops the high vertical splayed net cage sand barrier to rock back and forth, and the cylinder mould shirt rim can also stop strong wind naughty to dashing of splayed net cage sand barrier bottom.A font support height surpasses 1m, can prop up top of the trellis at the A font span rope is set, and avoids the high vertical splayed net cage sand barrier in strong wind, to rock back and forth.
Description of drawings
Fig. 1 looks sketch map for the utility model high vertical splayed net cage sand barrier A font support master.
Fig. 2 looks sketch map for the utility model high vertical splayed net cage sand barrier A font support left side.
Fig. 3 looks sketch map for the utility model high vertical splayed net cage sand barrier master.
Fig. 4 looks sketch map for the utility model high vertical splayed net cage sand barrier left side.
In the accompanying drawing, 1 is the high vertical splayed net cage sand barrier, and 2 is A font support, and 3 is rack beam, and 4 is the traction and fixation rope, and 5 is the cylinder mould face, and 6 is fixed clamping bar, and 7 is the cylinder mould shirt rim, and 8 is that the desert is husky.
The specific embodiment
Combine accompanying drawing that the utility model is further described: high vertical splayed net cage sand barrier 1 is by A font support 2, rack beam 3, traction and fixation rope 4 at present; Cylinder mould face 5 is formed with fixed clamping bar 6; The height of A font support 2 is selected between 50cm to 170cm as required, the position of the rack beam 3 in the middle of the A font support, distance A font support bottom 10cm to 30cm; The drift angle of A font support 2 is 60 ° of angles; Drift angle allows between 45 to 75 ° angle, to select, and A font support 2 can be made with steel concrete, also can use reinforcing bar, angle bar or timber to make; Cylinder mould face 5 is a degree of porosity at 45% to 55% plastic wire; The wide cut of cylinder mould face 5 is greater than the length of side of A font support; Extend 25cm to 60cm from the bottom of A font support; The cage face that extends the support bottom constitutes cylinder mould shirt rim 7, becomes the fixedly very heavy bob of high vertical splayed net cage sand barrier in the 7 embedding deserts, cylinder mould shirt rim.
The constructing structure of high vertical splayed net cage sand barrier comprises the following steps:
1, on the desert along planning high vertical splayed net cage sand barrier construction line; 1m to 5m is provided with an A font support 2 at interval, and A font support is vertical with the desert, and the rack beam 3 of adjacent A font support is parallel to each other; The rack beam of A font support contacts with the desert level; Insert in the desert support bottom below the rack beam, and the top of adjacent A font support 2 is fixed by traction and fixation rope 4 tractives, makes A font support keep vertically can not vacillating now to the left, now to the right.
2, the construction finish involve antilift wire after; Cylinder mould face 5 is spread in both sides, front and back at A font support; The top margin of cylinder mould face 5 and A font cantilever tip flush, and cylinder mould face 5 is tightened up and down, are fixed on cylinder mould face 5 on the A font support 2 by fixed clamping bar 6; Then along the front and back bottom one line ditching of A font support; Go into cylinder mould shirt rim 7 pottings that extend the support two ends in the desert, constituting the cross section is splay high vertical splayed net cage sand barrier, and the cylinder mould shirt rim 7 that embeds in the desert becomes the very heavy bob that stops the high vertical splayed net cage sand barrier to rock back and forth.The height of A font support surpasses 1m, can prop up top of the trellis at the A font span rope is set, and avoids the high vertical splayed net cage sand barrier in strong wind, to rock back and forth.
The utility model A font support, cylinder mould face, fixed clamping bar and traction and fixation rope can be produced in enormous quantities with mechanization in factory, the high vertical splayed net cage sand barrier but mechanization is constructed on the desert.
Claims (3)
1. high vertical splayed net cage sand barrier; It is characterized in that: high vertical splayed net cage sand barrier (1) is made up of A font support (2), rack beam (3), traction and fixation rope (4), cylinder mould face (5) and fixed clamping bar (6); The height of A font support (2) is between 50cm to 170cm; The position of the rack beam (3) in the middle of the A font support, distance bracket bottom 10cm to 30cm; The drift angle of A font support (2) is 60 ° of angles, and A font support (2) can be made with steel concrete, also can use reinforcing bar, angle bar or timber to make.
2. a kind of high vertical splayed net cage sand barrier according to claim 1; It is characterized in that: cylinder mould face (5) for degree of porosity at 45% to 55% plastic wire; The wide cut of cylinder mould face (5) is greater than the length of side of A font support; Extend 25cm to 60cm from the bottom of A font support, the cylinder mould face that extends the support bottom constitutes cylinder mould shirt rim (7), and cylinder mould shirt rim (7) embed in the desert becomes the fixedly very heavy bob of high vertical splayed net cage sand barrier.
3. the constructing structure of high vertical splayed net cage sand barrier is characterized in that:
A font support is vertical with the desert; Adjacent supports crossbeam (3) is parallel to each other; Rack beam contacts with the desert level, and the top of adjacent A font support (2) is fixed by traction and fixation rope (4) tractive, and the top margin of cylinder mould face (5) and A font cantilever tip flush; Cylinder mould face (5) is tightened up and down, is fixed on the A font support (2) by fixed clamping bar (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204212241U CN202323788U (en) | 2011-10-20 | 2011-10-20 | High vertical splayed net-cage sand barrier and construction structure thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204212241U CN202323788U (en) | 2011-10-20 | 2011-10-20 | High vertical splayed net-cage sand barrier and construction structure thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202323788U true CN202323788U (en) | 2012-07-11 |
Family
ID=46435772
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011204212241U Expired - Lifetime CN202323788U (en) | 2011-10-20 | 2011-10-20 | High vertical splayed net-cage sand barrier and construction structure thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202323788U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110468822A (en) * | 2019-09-16 | 2019-11-19 | 宁夏大学 | A kind of packaged type arch net cage type resistance sand-protecting barrier |
| CN110622765A (en) * | 2019-10-28 | 2019-12-31 | 西藏自治区林木科学研究院 | Method for introducing and afforesting pinus sylvestris in difficult-to-erect areas of Tibet |
-
2011
- 2011-10-20 CN CN2011204212241U patent/CN202323788U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110468822A (en) * | 2019-09-16 | 2019-11-19 | 宁夏大学 | A kind of packaged type arch net cage type resistance sand-protecting barrier |
| CN110622765A (en) * | 2019-10-28 | 2019-12-31 | 西藏自治区林木科学研究院 | Method for introducing and afforesting pinus sylvestris in difficult-to-erect areas of Tibet |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: YIYANG XISHI ECOLOGICAL TECHNOLOGY CO., LTD. Free format text: FORMER OWNER: LOU ZHIPING Effective date: 20131024 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 312451 SHAOXING, ZHEJIANG PROVINCE TO: 413001 YIYANG, HUNAN PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20131024 Address after: 413001 Xishi garden, kiln town, Changchun Town, Ziyang District, Hunan, Yiyang Patentee after: Yiyang Xishi Ecology Technology Co., Ltd. Address before: 312451 Sinpo Road, Pukou street, Zhejiang, No. 40, No. Patentee before: Lou Zhiping |
|
| C56 | Change in the name or address of the patentee |
Owner name: HUNAN XISI ECOLOGY TECHNOLOGY CO., LTD. Free format text: FORMER NAME: YIYANG XISHI ECOLOGICAL TECHNOLOGY CO., LTD. |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 413001 Xishi garden, kiln town, Changchun Town, Ziyang District, Hunan, Yiyang Patentee after: Hunan Xishi ecological Polytron Technologies Inc Address before: 413001 Xishi garden, kiln town, Changchun Town, Ziyang District, Hunan, Yiyang Patentee before: Yiyang Xishi Ecology Technology Co., Ltd. |
|
| CP03 | Change of name, title or address |
Address after: 413001 Ziyang Yiyang district (319 National Road), Hunan Spring Festival Road, Xishi ecological garden Patentee after: Xishi eco Polytron Technologies Inc Address before: 413001 Xishi garden, kiln town, Changchun Town, Ziyang District, Hunan, Yiyang Patentee before: Hunan Xishi ecological Polytron Technologies Inc |
|
| CP03 | Change of name, title or address | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20120711 Effective date of abandoning: 20190411 |
|
| AV01 | Patent right actively abandoned |