CN202672186U - Column type reinforced gabion retaining wall - Google Patents
Column type reinforced gabion retaining wall Download PDFInfo
- Publication number
- CN202672186U CN202672186U CN 201220348515 CN201220348515U CN202672186U CN 202672186 U CN202672186 U CN 202672186U CN 201220348515 CN201220348515 CN 201220348515 CN 201220348515 U CN201220348515 U CN 201220348515U CN 202672186 U CN202672186 U CN 202672186U
- Authority
- CN
- China
- Prior art keywords
- gabion
- net
- retaining wall
- wall
- reinforced gabion
- Prior art date
- 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.)
- Withdrawn - After Issue
Links
Images
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Revetment (AREA)
Abstract
The utility model discloses a column type reinforced gabion retaining wall. The column type reinforced gabion retaining wall comprises more than one sub wall body, and each sub wall body mainly comprises gabion units which are sequentially overlaid from bottom to top. Each gabion unit comprises a gabion assembly and tailing type steel bar meshes connected with the gabion assembly, backfill soil is arranged on the steel bar mesh in compaction mode, each gabion assembly comprises at least two gabion mesh cages which are separated from each other, the separated gabion mesh cages of each gabion assembly are connected into a whole through a vertical face wall mesh located on a lateral side of each gabion mesh cage, each gabion mesh cage is filled with stones, the gabion mesh cages of an upper gabion unit and the gabion mesh cages of a lower gabion unit are overlapped to one another to form gabion columns which are distributed in separated mode, and the upper gabion unit and the lower gabion unit are adjacent to each other in up-down mode. The column type reinforced gabion retaining wall has the advantages that plants can be planted on the surface of the column type reinforced gabion retaining wall; construction is convenient and fast; the column type reinforced gabion retaining wall is low in manufacturing cost, wide in application scope and good in mechanical property; and the like.
Description
Technical field
The utility model relates to a kind of retaining wall, relates in particular to a kind of retaining wall that is provided with lattice guest structure.
Background technology
Existing building retaining structure comprises flat bed reinforced structure, reinforced gabion structure etc.
Traditional flat bed reinforced structure is by beam, baffle plate, muscle band and the common soil-baffling structure that forms that bankets, and its loading characteristic is that earth lateral pressure passes to beam by baffle plate, passes to the muscle band by beam again, keeps balance by the uplift resistance of muscle band again.There is following defective in this structure: at first, because the existence of beam causes the retaining wall face attractive in appearance not; Secondly, when the flat bed reinforced structure is higher, prefabricated units is installed is used crane gear, otherwise need the cast in situs member.
Traditional reinforced gabion structure is because the structure size is larger, be unfavorable for site operation, in addition, because monolithic lattice guest unit is adopted in traditional reinforced gabion structure end, perhaps adds therein a baffle plate and separates, material expends greatly, construction requirement is high, and the effect that monolithic lattice guest also will serve as the face wall net in the unit is consumed greatlyr, is unfavorable for later maintenance.
The utility model content
The technical problems to be solved in the utility model is to overcome the deficiencies in the prior art, provides a kind of surface greening, construction is convenient, cost is low, wide accommodation, pillar reinforced gabion retaining wall that mechanical property is good.
For solving the problems of the technologies described above, the technical scheme that the utility model proposes is the pillar reinforced gabion retaining wall, described retaining wall comprises the above minute body of wall of one side, body of wall mainly was comprised of a plurality of reinforced gabion unit that superpose successively from the bottom to top in described minute, described reinforced gabion unit comprises lattice guest assembly and the trailing muscle band net that is connected with described lattice guest assembly, the online side compacting of described muscle band has backfill, described lattice guest assembly comprises at least two spaced gabion net cages, described isolated gabion net cage interconnects in aggregates by the vertical face fence net that is positioned at its side, be filled with building stones in the described gabion net cage, the gabion net cage that is arranged in two neighbouring reinforced gabion unit mutually superposes and forms lattice guest post spaced apart.
In the technique scheme, preferred, body of wall was more than the two sides in described minute, the above minute mutual adjacent layout of body of wall along continuous straight runs in two sides.
In the technique scheme, preferred, described gabion net cage is preferably prismatic (more preferably adopting the shapes such as cuboid, square), and described lattice guest post is that the lattice guest who forms after the prismatic gabion net cage stack is prismatic.Described face wall net connects into the prism reinforced gabion retaining wall with a plurality of lattice guest prisms spaced apart.
In the technique scheme, preferably, face wall net in the described reinforced gabion unit and muscle band net are to be converted into L shaped obtaining by integrated metal, and described face wall net is the part that vertical direction has extended the face wall effect, and described muscle band net has then extended the part of muscle band effect for horizontal direction.
In the technique scheme, preferred, described wire lath is twisted pair hexagon net.
In the technique scheme, preferred, described face wall net and the contacted one side of described backfill are laid at least one deck loaded filter.
In the technique scheme, preferred, described loaded filter comprises geotextiles and coir fibre mattress.
Compared with prior art, the utility model has the advantage of:
The advantage of the utility model pillar reinforced gabion retaining wall is: compare traditional structure, the gabion net cage of pillar reinforced gabion retaining wall of the present utility model and the face wall net outside can be afforested, belong to ecologic structure, can form view, meet the requirement of current harmonious society, pillar reinforced gabion retaining wall of the present utility model only need be made simple ground and process or do not do the ground processing, applicable to the lower unfavorable foundation area of bearing capacity, the utility model is saved labor and materials, cost is lower, and has a characteristic of free drainage, need not to arrange drain hole on the face wall, in addition, pillar reinforced gabion retaining wall of the present utility model belongs to the flexible shoring structure, can adapt to the foundation settlement in the certain limit, the main member of the utility model pillar reinforced gabion retaining wall is precast assembly, even at narrow engineering site or strictly limit noise, also can construct in the place of vibrations, only need the simple operation that repeats during construction, needn't drop into larger man power and material in maintenance, all construction operation can be finished in a side of banketing.
Description of drawings
Fig. 1 is the part sectioned view that the utility model embodiment 1 adopts upright pillar reinforced gabion retaining wall.
Fig. 2 is that A among Fig. 1 is to partial view.
Fig. 3 is the upright pillar reinforced gabion retaining wall construction of the utility model embodiment 1 state (part) schematic diagram when finishing.
Fig. 4 is the structural representation of reinforced gabion preformed member prefabricated in the upright pillar reinforced gabion retaining wall construction of the utility model embodiment 1.
Fig. 5 is reinforced gabion preformed member filling building stones and lay the Construction State figure of loaded filter (geotextiles and coir fibre mattress) in the upright pillar reinforced gabion retaining wall construction of the utility model embodiment 1.
Fig. 6 is the Construction State figure (after backfill and the compacting, with outstanding geotextiles and the inflection of coir fibre mattress part) of reinforced gabion unit backfill part in the utility model embodiment 1 upright pillar reinforced gabion retaining wall construction.
Fig. 7 be in the upright pillar reinforced gabion retaining wall construction of the utility model embodiment 1 on bottom reinforced gabion unit the Construction State figure of prefabricated reinforced gabion preformed member.
Fig. 8 is the sectional drawing of the utility model embodiment 2 ladder pillar reinforced gabion retaining walls.
Fig. 9 be in the utility model embodiment 2 ladder pillar reinforced gabion retaining walls constructions on bottom reinforced gabion unit the Construction State figure of prefabricated reinforced gabion preformed member.
Figure 10 is the utility model embodiment 2 ladder pillar reinforced gabion retaining walls constructions state (part) schematic diagram when finishing.
Marginal data:
1, reinforced gabion unit; 2, lattice guest assembly; 21, gabion net cage; 3, muscle band net; 4, face wall net; 5, structure is banketed; 6, loaded filter.
The specific embodiment
Embodiment 1:
A kind of of the present utility model upright pillar reinforced gabion retaining wall as shown in Figure 1 to Figure 3.The long L of this retaining wall is 10m, and high H is 6m.
The upright pillar reinforced gabion retaining wall of present embodiment is mainly formed by 4 minutes mutual adjacent arranging of body of wall (length of every minute body of wall horizontal direction is 2.5m) along continuous straight runs, it is 1m by the height s of each reinforced gabion unit 1 of 1(, 6 reinforced gabion unit mainly that every one side is divided body of wall) stack consists of successively from the bottom to top, reinforced gabion unit 1 comprises that lattice guest assembly 2 is connected the trailing muscle band net 3 that connects with dative guest assembly, muscle band net 3 tops compactings has the structure 5(structure of banketing to banket and 5 be gravel, coarse sand, the compound of clay, structure 5 unit weights that banket are 1.85 t/m in the present embodiment
3Angle of friction is 30 °), lattice guest assembly 2 comprises two the long 1m of spaced gabion net cage 21(* wide 1m * high 1m), two isolated gabion net cages 21 are by the long 1m of vertical face fence net 4(that is positioned at its side * wide 2.5m) in aggregates by stranded seamless link, the gabion net cage 21 that is arranged in two neighbouring reinforced gabion unit 1 mutually superposes and forms two rectangular physique guest posts spaced apart, lattice guest post arranges that vertically each the face wall net 4 between two rectangular physique guest posts reach forms the metope of minute bodies of wall.
Such as Fig. 4, Fig. 5, Fig. 6, shown in Figure 7, when upright pillar reinforced gabion retaining wall is constructed in the present embodiment 1, mainly may further comprise the steps:
(1) material is prepared: prepare the identical long 1m of gabion net cage 21(of specification * wide 1m * high 1m) some, the long 8m of muscle band net 3(* wide 2.5m) and the long 1m of face wall net 4(* wide 2.5m) some, structure banket 5 and loaded filter 6(geotextiles and coir fibre mattress) some, wherein, muscle band net 3 and face wall net 4 are converted into L shaped obtaining for same twisted pair hexagon wire lath, then with these material delivery to engineering site;
(2) prepare the construction plant: in prefabricated reinforced gabion unit 1, engineering site is carried out the related work of the conventional reinforced earth engineerings such as ground leveling, test of bearing capacity, unwrapping wire;
(3) reinforced gabion unit 1 moulding: the ready material of step (1) is placed through on the simply dealt ground, take up to carry out on-site consolidation, by designing requirement with two gabion net cages 21 by 4 seamless links of face wall net, it is laid that the muscle band net 3 vertical with face wall net 4 is trailing, obtains the reinforced gabion preformed member of not capping as shown in Figure 4 after assembly unit is finished; Then load building stones respectively in gabion net cage 21 abdominal cavities of reinforced gabion preformed member both sides, the lattice guest who obtains moulding after the full capping of building stones filling supports; Again as shown in Figure 5, lay loaded filter 6 in face wall net 4 outsides, loaded filter 6 adopts geotextiles and coir fibre mattress in the present embodiment, fill up structure at muscle band net 3 and banket 5, geotextiles and coir fibre mattress banket between 5 at face wall net 4 and structure, with outstanding geotextiles and the inflection of coir fibre mattress part, obtain reinforced gabion unit 1 as shown in Figure 6 again;
(4) divide the body of wall moulding: take the reinforced gabion unit 1 that obtains after step (2) is finished as the basis, vertically repeat 9 bases and build described reinforced gabion unit 1, specifically build building method with reference to figure 7;
(5) upright pillar reinforced gabion retaining wall global formation: repeating step (2)～step (3), finish again the construction of 3 minutes bodies of wall, make each minute body of wall along continuous straight runs adjacent layout successively of finishing, two adjacent surfaces divides the face wall net 4 in the body of wall mutually stranded by steel wire, forms pillar reinforced gabion retaining wall as shown in Figure 3.Present embodiment is to construct as a unit with the long minute body of wall of 2.5m, in the concrete practice, can be according to the condition of topography and geomorphology, with 10m, 16m, 18m ... minute body of wall of equal length is constructed as a unit.
The shape and size of the gabion net cage 21 of each reinforced gabion unit 1 of present embodiment, muscle band net 3 and face wall net 4 can be determined according to the needs of Practical Project.
In concrete practice, may be because retaining walls top will be subject to the highway loading effect, banket 5 angle of friction of structure also can be adjusted accordingly (for example do the time spent at the highway loading that is subject to 20 kPa, angle of friction can be adjusted into 35 °) in above-described embodiment.The pillar reinforced gabion retaining wall of height below 6m can adopt upright pole structure, and when highly surpassing 6m, reinforced gabion unit 1 should be considered in conjunction with geo-grid muscle band.The concrete operations mode is: need to overlay the reinforced gabion unit 1 of geo-grid at every one deck, spread first geo-grid, and then prefabricated reinforced gabion unit 1.
Embodiment 2:
A kind of such as Fig. 8 to ladder pillar reinforced gabion retaining wall of the present utility model shown in Figure 10, its structure and preparation method and embodiment 1 are roughly the same, difference is, when dividing wall construction among the embodiment 2, for reducing lateral earth pressure, each the reinforced gabion unit 1 vertically upper staged that adopts superposes, be that the lattice guest post that 21 stacks of gabion net cage form has a gradient, concrete stacked system is with reference to figure 8 and Fig. 9, finally obtain such as Fig. 8, ladder pillar reinforced gabion retaining wall shown in Figure 10, wherein, lattice guest post keeps 1: 0.3 the gradient.The long L of ladder pillar reinforced gabion retaining wall of present embodiment is 10m, and high H is 10m, and it is 1m by the height s of each reinforced gabion unit 1 of 1(, 10 reinforced gabion unit mainly that every one side is divided body of wall) stack consists of successively from the bottom to top.In concrete practice, the gradient of gabion net cage 21 can also be adjusted according to the size in space, construction plant.
Claims (7)
1. pillar reinforced gabion retaining wall, comprise the above minute body of wall of one side, body of wall mainly was comprised of a plurality of reinforced gabion unit that superpose successively from the bottom to top in described minute, described reinforced gabion unit comprises lattice guest assembly and the trailing muscle band net that is connected with described lattice guest assembly, the online side compacting of described muscle band has backfill, it is characterized in that: described lattice guest assembly comprises at least two spaced gabion net cages, described isolated gabion net cage interconnects in aggregates by the vertical face fence net that is positioned at its side, be filled with building stones in the described gabion net cage, the gabion net cage that is arranged in two neighbouring reinforced gabion unit mutually superposes and forms lattice guest post spaced apart.
2. pillar reinforced gabion retaining wall according to claim 1, it is characterized in that: body of wall was more than the two sides in described minute, the above minute mutual adjacent layout of body of wall along continuous straight runs in two sides.
3. pillar reinforced gabion retaining wall according to claim 1 is characterized in that: described gabion net cage adopts prismatic shape, and described lattice guest post is that the lattice guest who forms after the prismatic gabion net cage stack is prismatic.
4. according to claim 1 and 2 or 3 described pillar reinforced gabion retaining walls, it is characterized in that: the face wall net in the described reinforced gabion unit and muscle band net are to be converted into L shaped obtaining by integrated metal, wherein, described face wall net is the part that vertical direction has extended the face wall effect, and described muscle band net has then extended the part of muscle band effect for horizontal direction.
5. pillar reinforced gabion retaining wall according to claim 4, it is characterized in that: described wire lath is twisted pair hexagon net.
6. pillar reinforced gabion retaining wall according to claim 1, it is characterized in that: described face wall net and the contacted one side of described backfill are laid at least one deck loaded filter.
7. pillar reinforced gabion retaining wall according to claim 6, it is characterized in that: described loaded filter comprises geotextiles and coir fibre mattress.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220348515 CN202672186U (en) | 2012-07-18 | 2012-07-18 | Column type reinforced gabion retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220348515 CN202672186U (en) | 2012-07-18 | 2012-07-18 | Column type reinforced gabion retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202672186U true CN202672186U (en) | 2013-01-16 |
Family
ID=47493095
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220348515 Withdrawn - After Issue CN202672186U (en) | 2012-07-18 | 2012-07-18 | Column type reinforced gabion retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202672186U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102733417A (en) * | 2012-07-18 | 2012-10-17 | 湖南省交通规划勘察设计院 | Columnar reinforced gabion retaining wall and construction method thereof |
| 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 |
| CN106193106A (en) * | 2015-05-07 | 2016-12-07 | 青岛天力建筑加固工程有限公司 | Skeleton oblique pull barricade |
| CN115094944A (en) * | 2022-05-20 | 2022-09-23 | 中交一公局集团有限公司 | Gabion retaining wall and construction method thereof |
-
2012
- 2012-07-18 CN CN 201220348515 patent/CN202672186U/en not_active Withdrawn - After Issue
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102733417A (en) * | 2012-07-18 | 2012-10-17 | 湖南省交通规划勘察设计院 | Columnar reinforced gabion retaining wall and construction method thereof |
| CN102733417B (en) * | 2012-07-18 | 2014-08-13 | 湖南省交通规划勘察设计院 | Columnar reinforced gabion retaining wall and construction method thereof |
| CN106193106A (en) * | 2015-05-07 | 2016-12-07 | 青岛天力建筑加固工程有限公司 | Skeleton oblique pull barricade |
| 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 |
| CN115094944A (en) * | 2022-05-20 | 2022-09-23 | 中交一公局集团有限公司 | Gabion retaining wall and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104790428B (en) | Ultrahigh integrated plastic-steel grid reinforced soil abutment retaining wall structure and construction method thereof | |
| CN202672186U (en) | Column type reinforced gabion retaining wall | |
| CN205116214U (en) | Composite foundation check guest retaining wall structure | |
| CN201695341U (en) | Box girder prefabricated pedestal | |
| CN103422510A (en) | Steel pipe frame type cofferdam structure and construction method | |
| CN104499502B (en) | A kind of river course arch barrier wall structure and construction method thereof | |
| CN101781897B (en) | Anchor plate reinforced gabion retaining wall and construction method thereof | |
| CN102146680B (en) | Packaged-type reinforced gabion retaining wall and construction method thereof | |
| CN108797636A (en) | A kind of upper font retaining wall structure and its construction method | |
| CN102733417B (en) | Columnar reinforced gabion retaining wall and construction method thereof | |
| CN215976664U (en) | Rigid pile composite foundation treatment structure of lower horizontal pipe gallery structure | |
| CN109653242A (en) | Composite foundation reinforcement arch box type barrier wall structure and construction method | |
| CN206902740U (en) | A kind of retaining structure reinforced for weak soil cutting | |
| CN110805049B (en) | Construction method of mountain slope ultra-thickness spray anchor permanent supporting structure | |
| CN202672187U (en) | Tubular column type reinforced gabion retaining wall | |
| CN115324093B (en) | Foam light soil shallow foundation structure and construction method thereof | |
| CN106592626B (en) | A kind of construction method of the retaining wall structure for superelevation embankment | |
| CN215977211U (en) | Structure is handled to compound foundation of tubular pile combination cement mixing pile | |
| CN201605597U (en) | Composite reinforced gabion retaining wall | |
| CN109653241A (en) | Composite foundation reinforcement counterfort wall structure and construction method | |
| CN101787707B (en) | Composite reinforced gabion retaining wall and construction method thereof | |
| CN102733418B (en) | Tubular column type reinforced gabion retaining wall and construction method thereof | |
| CN212772394U (en) | Underground building supporting system | |
| KR100780216B1 (en) | Method for constructing a honeycomb-shaped mat | |
| CN210134292U (en) | Z-shaped retaining wall supporting structure for overhanging road shoulder of high-speed railway foundation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20130116 Effective date of abandoning: 20140813 |
|
| RGAV | Abandon patent right to avoid regrant |