CN203373773U - Steel frame gabion retaining wall - Google Patents
Steel frame gabion retaining wall Download PDFInfo
- Publication number
- CN203373773U CN203373773U CN201320230784.8U CN201320230784U CN203373773U CN 203373773 U CN203373773 U CN 203373773U CN 201320230784 U CN201320230784 U CN 201320230784U CN 203373773 U CN203373773 U CN 203373773U
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- China
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- gabion
- steel frame
- retaining wall
- steel
- baffling
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- Expired - Fee Related
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- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model relates to construction retaining structures, specifically to a steel frame gabion retaining wall which comprises a hexahedron steel frame and a seal cover connected by angle iron members; the four sides and the bottom side of the frame are sealed with gabion sheets; padding rocks are disposed in the frame; and thus a steel frame gabion is formed. The steel frame gabion retaining wall can be used for resisting soil. The problems of poor non-deformability and vulnerability to rust of steel wire meshes of the conventional gabion retaining wall are solved. The steel frame gabion retaining wall has the advantages of simple structural style and easy construction.
Description
Technical field
The utility model relates to the building retaining structure, is exactly the steel frame gabion baffling specifically.
Background technology
At present, known gabion baffling is that the building stones that meet the particle diameter requirement are inserted to wire mesh cage, and stacked the piling up just of wire mesh cage can be become to Retaining Structures.This barricade is compared concrete guard wall good water permeability and ecological restorability, and easy construction, thereby is widely used in engineering practice.But the resistant tarnishing of wire mesh cage is poor, and this structure resistance capacity to deformation is obviously not enough, in the occasion strict to soil deformation, can't use.In the Chinese patent literature that is 200820134610.0 at application number, the inventor has proposed to adopt the gabion net with stronger resistance to corrosion to replace the lattice guest barricade of wire gauze, solved the poor problem of gabion baffling resistant tarnishing, but the poor problem of non-deformability does not still solve; In the Chinese patent literature that is 02159704.9 at application number, the inventor has proposed can be used for the stratified net-mesh reinforced stone-gabion of slope reinforcement, this steel bar stone cage retaining wall has improved whole intensity, the ability of resistance to deformation also obviously strengthens, but there are a lot of drawbacks, as the job practices complexity, without the technological standards support, the corrosion problem of wire basket is not solved at all yet, and the technology range of application is also limited.
Summary of the invention
In order to overcome the deficiency of existing gabion baffling corrosion resistance and non-deformability, the utility model provides a kind of gabion baffling, this gabion baffling can not only overcome the deficiency of traditional gabion baffling aspect resistance capacity to deformation, and has solved the poor problem of wire gauze resistant tarnishing.
A kind of steel frame gabion baffling is characterized in that: comprise the hexahedron steel frame and the capping that are connected by angle iron component, the surrounding of this framework and bottom surface, by the sealing of gabion net sheet, are placed with the filling building stones in framework, form the steel frame gabion.
What described gabion net sheet adopted is the zinc plated mild carbon steel silk.
The seam of steel frame gabion adopts crisscross mode to connect.
Back at the steel frame gabion is equipped with non-woven geotextile.
The utility model, in the gear soil effect of performance gabion baffling, has solved the problem of the poor and gauze wire cloth easy-to-rust of traditional gabion baffling non-deformability, and form of structure is simple, and construction is also convenient.
The accompanying drawing explanation
Fig. 1 is general structure schematic diagram of the present utility model.
Fig. 2 is the partial schematic diagram that the framework of steel frame gabion connects.
Description of reference numerals:
1-fills building stones, 2-non-woven geotextile, 3-rolling earth behind retaining wall, 4-angle iron component, 5-gabion net sheet.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is further described.
Angle iron component is connected to form to the hexahedron steel frame with high-strength bolt, and this steel framework framework can be made different sizes as required as the gabion skeleton.With zinc plated mild carbon steel silk gabion net sheet sealing steel frame surrounding and bottom surface, insert the firm building stones that meet the grating requirement in casing, the steel frame gabion of last capping complete, just can form soil-baffling structure by each gabion net cage bond.Gabion net cage upper and lower seam when bond needs crisscross, connects up and down, avoids occurring straight joint, also tackles ground and carries out certain processing, in case backstop wall generation differential settlement.For preventing the loss of fine grained soils in filler after wall, at the back of gabion, should lay one deck non-woven geotextile.
At Fig. 1,2, in, get out bolt hole on angle iron component 4, then three angle steel are bonded to each other, with metallic gasket and high-strength bolt, fixed, form the hexahedron casing, with surrounding and the bottom surface of gabion net sheet 5 closed boxes, will meet after building stones 1 that grating requires are inserted gabion and complete capping.The casing on gabion net cage bond upper strata should be pushed down the seam of lower layer box body, until build desired height by laying bricks or stones.After having built by laying bricks or stones, should after wall, lay non-woven geotextile 2 to prevent the loss of fine grained soils, 3 making that complete the steel frame gabion baffling of banketing of the last backfill wall back of the body.
Claims (4)
1. a steel frame gabion baffling, it is characterized in that: comprise the hexahedron steel frame and the capping that are connected by angle iron component (4), the surrounding of this framework and bottom surface, by the sealing of gabion net sheet, are placed with in framework and fill building stones (1), form the steel frame gabion.
2. steel frame gabion baffling according to claim 1, it is characterized in that: the seam of described steel frame gabion adopts crisscross mode to connect.
3. steel frame gabion baffling according to claim 1 and 2, is characterized in that: be equipped with non-woven geotextile (2) at the back of steel frame gabion.
4. steel frame gabion baffling according to claim 1 is characterized in that: what described gabion net sheet (5) adopted is the zinc plated mild carbon steel silk.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320230784.8U CN203373773U (en) | 2013-05-02 | 2013-05-02 | Steel frame gabion retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320230784.8U CN203373773U (en) | 2013-05-02 | 2013-05-02 | Steel frame gabion retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203373773U true CN203373773U (en) | 2014-01-01 |
Family
ID=49836318
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320230784.8U Expired - Fee Related CN203373773U (en) | 2013-05-02 | 2013-05-02 | Steel frame gabion retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203373773U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104775395A (en) * | 2015-04-22 | 2015-07-15 | 四川大学 | Arch type flexible ecological revetment structure for small and medium-sized valley or river channel and construction method for arch type flexible ecological revetment structure |
| CN106103847A (en) * | 2014-03-19 | 2016-11-09 | 斯图尔特·克雷格斯坦 | Including the structure of interlocking container |
| CN106522061A (en) * | 2016-12-20 | 2017-03-22 | 江苏工程职业技术学院 | Water-permeable type side wall matched with rainwater edge well |
| CN107227747A (en) * | 2016-03-25 | 2017-10-03 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of utilization gabion constructs the method and structure of permanent Ecological Retaining Wall |
| CN109511432A (en) * | 2018-12-26 | 2019-03-26 | 江苏丘陵地区南京农业科学研究所 | A kind of application of steelframe booth temperature raising and maintaining Heat Storing Wall |
| CN110528721A (en) * | 2019-07-31 | 2019-12-03 | 上海宝冶建筑装饰有限公司 | The construction method of gabion decorative wall |
| CN112049287A (en) * | 2020-08-20 | 2020-12-08 | 北京东方泰洋装饰工程有限公司 | Small-unit detachable gabion curtain wall |
-
2013
- 2013-05-02 CN CN201320230784.8U patent/CN203373773U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106103847A (en) * | 2014-03-19 | 2016-11-09 | 斯图尔特·克雷格斯坦 | Including the structure of interlocking container |
| CN104775395A (en) * | 2015-04-22 | 2015-07-15 | 四川大学 | Arch type flexible ecological revetment structure for small and medium-sized valley or river channel and construction method for arch type flexible ecological revetment structure |
| CN107227747A (en) * | 2016-03-25 | 2017-10-03 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of utilization gabion constructs the method and structure of permanent Ecological Retaining Wall |
| CN106522061A (en) * | 2016-12-20 | 2017-03-22 | 江苏工程职业技术学院 | Water-permeable type side wall matched with rainwater edge well |
| CN109511432A (en) * | 2018-12-26 | 2019-03-26 | 江苏丘陵地区南京农业科学研究所 | A kind of application of steelframe booth temperature raising and maintaining Heat Storing Wall |
| CN110528721A (en) * | 2019-07-31 | 2019-12-03 | 上海宝冶建筑装饰有限公司 | The construction method of gabion decorative wall |
| CN112049287A (en) * | 2020-08-20 | 2020-12-08 | 北京东方泰洋装饰工程有限公司 | Small-unit detachable gabion curtain wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140101 Termination date: 20150502 |
|
| EXPY | Termination of patent right or utility model |