CN202672182U - Reinforcing slab and geogrid reinforced retaining wall - Google Patents
Reinforcing slab and geogrid reinforced retaining wall Download PDFInfo
- Publication number
- CN202672182U CN202672182U CN2012202630219U CN201220263021U CN202672182U CN 202672182 U CN202672182 U CN 202672182U CN 2012202630219 U CN2012202630219 U CN 2012202630219U CN 201220263021 U CN201220263021 U CN 201220263021U CN 202672182 U CN202672182 U CN 202672182U
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- steel mesh
- mesh reinforcement
- panel
- reinforcement panel
- retaining wall
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Abstract
A reinforcing slab and geogrid reinforced retaining wall is formed by composing multiple reinforcing mesh slab and geogrid reinforced structure units; the reinforcing mesh slab and geogrid reinforced structure units take welded reinforcing meshes as slabs, and take geogrids as reinforced belts; more than one layer of geonets is arranged on the inner sides of the reinforcing mesh slabs inside the reinforcing mesh slab and geogrid reinforced structure units; compacted fill is arranged on the geonets; hooks are arranged on the reinforcing mesh slabs; the geogrids are connected with the reinforcing mesh slabs; and compacted fill is arranged on the inner sides of the reinforcing mesh slabs as well as on the geogrids. According to the utility model, the durability of the face wall of the retaining wall is enhanced, so that the face wall is not deformed easily; plants can grow on the face wall for greening, so that the stability of the slope can be improved satisfactorily; the retaining wall also has the characteristic of free drainage; the construction is simple and the manufacture cost is low; and moreover, the reinforcing mesh slab and geogrid reinforced structure units can be combined into vertical type, stepped type or inclined type as required, so that the application range is widened.
Description
Technical field
The utility model relates to a kind of reinforced earth bulkhead field, is specifically related to a kind of reinforcing bar panel Geogrid Reinforced Earth Retaining Wall.
Background technology
In Foundation Design facility construction process, keeping slope stability is an important job, and building native barricade, to prop up gear be one of common method.But there is following defective in existing geo-grid packaging type reinforced earth bulkhead: need to the geo-grid fluid concrete panel of face wall side be protected, otherwise long-term exposing outside easily causes durability to reduce; The face wall distortion is larger, and the barricade angle is difficult to control, thereby the stability of side slope is worked the mischief.The defective that how to solve existing reinforced earth bulkhead existence has become the major issue that those skilled in the art need to be resolved hurrily.
The utility model content
The technical problem that the utility model solves is a kind of reinforcing bar panel Geogrid Reinforced Earth Retaining Wall, to solve the shortcoming in the above-mentioned background technology.
The technical problem that the utility model solves realizes by the following technical solutions:
A kind of reinforcing bar panel Geogrid Reinforced Earth Retaining Wall, comprise L shaped steel mesh reinforcement panel, diagonal member, geonet, geo-grid, banket, wherein, reinforcing bar panel Geogrid Reinforced Earth Retaining Wall comprises a plurality of L shaped steel mesh reinforcement panel Fill Reinforced With Geogrids element of construction stacks and forms, L shaped steel mesh reinforcement panel Fill Reinforced With Geogrids element of construction is made panel with welded wire fabric, take geo-grid as reinforced bands, geonet more than the steel mesh reinforcement panel midsole layer in L shaped steel mesh reinforcement panel Fill Reinforced With Geogrids element of construction, compacted fill is arranged on the geonet, be provided with hook on the L shaped steel mesh reinforcement panel, geo-grid is connected with L shaped steel mesh reinforcement panel, increase the rigidity of L shaped steel mesh reinforcement panel by diagonal member, inboard and geo-grid has compacted fill at L shaped steel mesh reinforcement panel.
The stressing conditions of L shaped reinforcing bar panel Geogrid Reinforced Earth Retaining Wall is: the lateral pressure of banketing is delivered to first L shaped steel mesh reinforcement panel, is delivered to geo-grid by face wall again, rely on geo-grid and banket between mutual frictional force keep balance.Thereby realize that face wall is indeformable, strengthen the durability of face wall, protect better the stability of side slope.
In the utility model, described steel mesh reinforcement panel is L shaped.
In the utility model, the rebar surface of the L shaped steel mesh reinforcement panel of described welding carries out preservative treatment.
In the utility model, described geo-grid is connected with the steel mesh reinforcement panel by the hook that arranges on the L shaped steel mesh reinforcement panel.
In the utility model, described L shaped steel mesh reinforcement panel Fill Reinforced With Geogrids element of construction can fill and be vertical type, step, tilting.
Advantage of the present utility model and effect:
A kind of reinforcing bar panel Geogrid Reinforced Earth Retaining Wall is comprised of a plurality of reinforcing bar panel Fill Reinforced With Geogrids element of construction stacks, can be combined into according to demand vertical type, step or tilting reinforced earth bulkhead, has enlarged the scope of application.Can carry out the greening operations such as wet method is sowed grass seeds by duster, linked network is sowed grass seeds by duster, bunch planting, transplanting shrub seedling on the face wall of reinforced earth bulkhead, form easily green landscape, can be harmonious with peripheral natural environment well, also can be according to the vegetation of the on-site weather of sloping body and vegetation environmental and rock and soil properties cultivation bank protection system; Reduce investment outlay, cost is low, has reduced soil erosion, and has the characteristic of free drainage, and construction technology is simple; And reinforcing bar panel Fill Reinforced With Geogrids element of construction is made panel with welded wire fabric, take geo-grid as reinforced bands, has increased the rigidity of steel mesh reinforcement panel by diagonal member, has strengthened the durability of face wall, protects better the stability of sloping body.
Description of drawings
Fig. 1 is the structural representation of the utility model preferred embodiment;
Fig. 2 is the upright structures schematic diagram of the utility model preferred embodiment;
Fig. 3 is the staircase structural model schematic diagram of the utility model preferred embodiment;
Fig. 4 is the tilting structural representation of the utility model preferred embodiment.
The specific embodiment
For technological means, creation characteristic that the utility model is realized, reach purpose and effect is easy to understand, below in conjunction with concrete diagram, further set forth the utility model.
A kind of reinforcing bar panel Geogrid Reinforced Earth Retaining Wall, comprise L shaped steel mesh reinforcement panel 1, diagonal member 2, geonet 3, geo-grid 4, banket 5, wherein, reinforcing bar panel Geogrid Reinforced Earth Retaining Wall comprises a plurality of L shaped steel mesh reinforcement panel Fill Reinforced With Geogrids element of construction stacks and forms, L shaped reinforcing bar panel Fill Reinforced With Geogrids element of construction is made panel with welded wire fabric, take geo-grid 4 as reinforced bands, geonet 3 more than L shaped steel mesh reinforcement panel 1 midsole layer in L shaped steel mesh reinforcement panel Fill Reinforced With Geogrids element of construction, on geonet 3 and the geo-grid 4 compacted fill 5 is arranged, be provided with hook on the L shaped steel mesh reinforcement panel 1, geo-grid 4 is connected with L shaped steel mesh reinforcement panel 1, in L shaped steel mesh reinforcement panel 1 inboard and geo-grid 4 compacted fill 5 is arranged.
The stressing conditions of reinforcing bar panel Geogrid Reinforced Earth Retaining Wall is: 5 the lateral pressure of banketing is delivered to first L shaped steel mesh reinforcement panel 1, is delivered to geo-grid 4 by face wall again, relies on geo-grid 4 and the mutual frictional force of banketing between 5 keeps balance.Thereby realize that face wall is indeformable, strengthen the durability of face wall, protect better the stability of side slope.
In the present embodiment, be provided with hook on the described L shaped steel mesh reinforcement panel 1.
In the present embodiment, the bar diameter of described welded wire fabric panel is 10mm or 12mm.
In the present embodiment, described geo-grid 4 interconnects by hook and the L shaped steel mesh reinforcement panel 1 that arranges on the L shaped steel mesh reinforcement panel 1.
In the present embodiment, described diagonal member 2 links together facade reinforcing bar and the horizontal plane reinforcing bar of L shaped steel mesh reinforcement panel 1, to increase the rigidity of L shaped steel mesh reinforcement panel 1.
In the present embodiment, described L shaped steel mesh reinforcement panel 1 Fill Reinforced With Geogrids element of construction can fill and be vertical type, step, tilting.
More than show and described basic principle of the present utility model, principal character and advantage of the present utility model.The technician of the industry should understand; the utility model is not restricted to the described embodiments; that describes in above-described embodiment and the manual just illustrates principle of the present utility model; under the prerequisite that does not break away from the utility model spirit and scope; the utility model also has various changes and modifications, and these changes and improvements all fall in claimed the utility model scope.The claimed scope of the utility model is defined by appending claims and equivalent thereof
Claims (3)
1. reinforcing bar panel Geogrid Reinforced Earth Retaining Wall, it is characterized in that, reinforcing bar panel Geogrid Reinforced Earth Retaining Wall comprises a plurality of steel mesh reinforcement panel Fill Reinforced With Geogrids element of construction stacks and forms, steel mesh reinforcement panel reinforced geo-grid element of construction is made panel with welded wire fabric, take geo-grid as reinforced bands, geonet more than the steel mesh reinforcement panel midsole layer in steel mesh reinforcement panel Fill Reinforced With Geogrids element of construction, compacted fill is arranged on the geonet, be provided with hook on the steel mesh reinforcement panel, geo-grid is connected with the steel mesh reinforcement panel, in steel mesh reinforcement panel inboard and geo-grid compacted fill is arranged.
2. a kind of reinforcing bar panel Geogrid Reinforced Earth Retaining Wall according to claim 1 is characterized in that described steel mesh reinforcement panel is L shaped.
3. a kind of reinforcing bar panel Geogrid Reinforced Earth Retaining Wall according to claim 1 is characterized in that, described geo-grid is connected with the steel mesh reinforcement panel by the hook that arranges on the steel mesh reinforcement panel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012202630219U CN202672182U (en) | 2012-06-06 | 2012-06-06 | Reinforcing slab and geogrid reinforced retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012202630219U CN202672182U (en) | 2012-06-06 | 2012-06-06 | Reinforcing slab and geogrid reinforced retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202672182U true CN202672182U (en) | 2013-01-16 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012202630219U Expired - Fee Related CN202672182U (en) | 2012-06-06 | 2012-06-06 | Reinforcing slab and geogrid reinforced retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202672182U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103526931A (en) * | 2013-10-24 | 2014-01-22 | 成军 | Concrete wallboard anti-crack steel-plastic grating web construction method |
| CN105507343A (en) * | 2016-01-08 | 2016-04-20 | 黄河勘测规划设计有限公司 | Vertical-face green belt type flexible retaining wall |
-
2012
- 2012-06-06 CN CN2012202630219U patent/CN202672182U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103526931A (en) * | 2013-10-24 | 2014-01-22 | 成军 | Concrete wallboard anti-crack steel-plastic grating web construction method |
| CN105507343A (en) * | 2016-01-08 | 2016-04-20 | 黄河勘测规划设计有限公司 | Vertical-face green belt type flexible retaining 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: 20130116 Termination date: 20150606 |
|
| EXPY | Termination of patent right or utility model |