CN201310092Y - Gabion box - Google Patents
Gabion box Download PDFInfo
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- CN201310092Y CN201310092Y CNU2008201541052U CN200820154105U CN201310092Y CN 201310092 Y CN201310092 Y CN 201310092Y CN U2008201541052 U CNU2008201541052 U CN U2008201541052U CN 200820154105 U CN200820154105 U CN 200820154105U CN 201310092 Y CN201310092 Y CN 201310092Y
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- sheet
- waffle
- gabion net
- waffle slab
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Abstract
The utility model provides a gabion box, which is formed by enclosing a plurality of sheet netting plates used as side walls. The sheet netting plates comprise a plurality of vertical wires and horizontal wires which are made of metallic materials. The vertical wires or the horizontal wires positioned on the outmost side of the sheet netting plates are edge wires. A plurality of connecting pieces are further included. Two adjacent edge wires of two adjacent sheet netting plates can be in foldable connection with each other through the connecting pieces. Each of the connecting pieces is a spiral metal bar and a cylindrical hollow cavity is formed by being extended in the inner spiral side. The inside of the cylindrical hollow cavity can parallelly hold a thickness of two sheet netting plates, thereby two adjacent sheet netting plates can be parallelly placed when in folded state. The utility model has the advantages that because of the special design of the size of the cylindrical hollow cavity of the connecting pieces, the adjacent edge wires of different sheet netting plates can perform relative displacement inside the cylindrical hollow cavity defined by the spiral connecting pieces, thereby a volume occupied by the folded gabion box is much smaller than a volume when the gabion box is in use, which brings about beneficial effects of easy package and transportation.
Description
Technical field
The utility model relates to a kind of engineering works, relates in particular to a kind of gabion net.
Background technology
The gabion net all has use at numerous areas; for example, ecoscape, noise barrier, massif barricade, interim flood wall are in the maintenance at flood control or adjacent ambient water source; its controllable flow amount prevents water and soil resources loss, protection and controlling ecological environment and quick and various outward appearance is provided.Stone riprap or other fillers etc. is filled up net cage; can be used for protection and support sea wall, hillside, roadbed, reservoir and other building civil engineerings; be the first-class selection that flood control and flood fighting and river are administered, ecoscape, the modern designs for the city provides good material simultaneously.
Problem in some practical applications that also bring along with the extensive use of gabion net.The consumption of gabion net is all bigger in the general engineering, adopts hundreds and thousands of gabion nets all very common simultaneously.Gabion net after the assembling takes up room very big, and it is all very inconvenient to transport, store in a warehouse.
Usual in the prior art way is, with the independent closed assembly of main body sheet waffle slab in the gabion net and more attached winding parts.By the winding parts a plurality of sheet waffle slabs scene is mounted to the gabion net at the construction field (site) during use.Can reduce the cost of transportation, storage so as far as possible.
But it is consuming time oversize that the counter productive that the job practices of prior art is brought is exactly an assembled on site, not only needs in a large number manually, also becomes the bottleneck of speeding up the work.
Therefore, need in the industry a kind of transportation, storage volume is little and be easy to take in, when using efficiency of construction high the gabion net.
Summary of the invention
Because the above-mentioned defective of prior art, technical problem to be solved in the utility model provides a kind of transportation, storage volume is little and be easy to take in, when using efficiency of construction high the gabion net.
For achieving the above object, the utility model provides a kind of gabion net, described gabion net is surrounded by a plurality of sheet waffle slabs that are used as sidewall and forms, described sheet waffle slab is made up of a plurality of vertical silk and the horizontal hair of metal material, and being positioned at outermost described vertical silk of described sheet waffle slab or described horizontal hair is the limit silk; Described gabion net also comprises a plurality of connectors that are used to connect each described sheet waffle slab, and two adjacent described limit silks of two adjacent described sheet waffle slabs are by the collapsible connection of described connector; Described connector is a helical metal bar, and extends to form a cylindrical cavity in described helical form inboard; At least side by side the thickness of ccontaining two described sheet waffle slabs in the described cylindrical cavity is so that adjacent two described sheet waffle slabs can parallelly be placed when folded state.
Preferably, described gabion net also comprises the described sheet waffle slab that is used as top cover and bottom, and described top cover and described bottom are respectively by described connector and different described sidewall connections; At least side by side the thickness of ccontaining three described sheet waffle slabs in the described cylindrical cavity is so that two adjacent described sheet waffle slabs and described top cover or described bottom can parallelly be placed when folded state.
Preferably, described vertical silk and described horizontal hair die casting form described sheet waffle slab, and the thickness of described sheet waffle slab is the maximum outside diameter of described vertical silk or described horizontal hair.
Preferably, the staggered stacked welding of described vertical silk and described horizontal hair forms described sheet waffle slab, and the thickness of described sheet waffle slab is the maximum outside diameter sum of described vertical silk or described horizontal hair.
Preferably, also be fixed with the fiber weaving cloth layer on described each inside sidewalls of gabion net.
Two adjacent in the utility model sheet waffle slabs are by the collapsible connection of special connector.Because the size of the cylindrical cavity of connector is through particular design, the adjacent Bian Sike of different sheet waffle slabs carries out relative displacement in the cylindrical cavity that the helical form connector is defined, promptly wherein on one side silk can do 360 ° around another limit silk and rotate and do not break away from this spirochetal constraint, but so that the multi-disc sheet waffle slab that is used as top cover, bottom and sidewall parallel stacked is together when folded state.Like this, the volume when the occupied volume of folding up of gabion net is significantly smaller than and uses, generally speaking, its volume can be contracted to user mode 1/10th in addition more, thereby obtain to be easy to the beneficial effect taking in and transport.
Be described further below with reference to the technique effect of accompanying drawing, to understand the purpose of this utility model, feature and effect fully design of the present utility model, concrete structure and generation.
Description of drawings
Fig. 1 is the stereogram of gabion net of the present utility model;
Fig. 2 is the schematic diagram of sheet waffle slab;
Fig. 3 is the schematic diagram of connector;
Fig. 4 is the stereogram of gabion net dyad;
Fig. 5 is the stereogram of Fig. 4 folding mode one;
Fig. 6 is the stereogram of Fig. 4 folding mode two;
Fig. 7 is the dyad three-dimensional exploded view of band fiber weaving cloth layer.
The specific embodiment
As Fig. 1, Fig. 2, shown in Figure 3, gabion net 1 is used as sheet waffle slab 100 that top cover 150, is used as bottom 160 by a plurality of sheet waffle slabs 100 and that are used as sidewall 110,120,130,140 and surrounds and form.
As shown in Figure 2, sheet waffle slab 100 is made up of a plurality of vertical silk 101 and the horizontal hair 102 of metal material.In general the application, above-mentioned vertical silk 101 and horizontal hair 102 are the metal strip thing less than 10 centimetres, have certain intensity.In the present embodiment, vertical silk 101 and horizontal hair 102 staggered stacked back welding form sheet waffle slab 100, and the thickness of sheet waffle slab 100 is roughly vertical silk 101 or horizontal hair 102 maximum outside diameter sums.Wherein, be positioned at sheet waffle slab 100 outermost vertical silks 101 or horizontal hair 102 and be limit silk 103.
Gabion net 1 comprises that also two adjacent edge silks 103 of a plurality of connectors 200, the two adjacent sheet-like web lattice plates 100 that are used to connect each sheet waffle slab 100 flexibly connect by connector 200.
As shown in Figure 3, connector 200 is a helical metal bar, and extends to form a cylindrical cavity 201 in the helical form inboard.
At least side by side the thickness of ccontaining three sheet waffle slabs 100 in the cylindrical cavity 201 is so that adjacent two sheet waffle slabs 100 and top cover 150 or bottom 160 can parallelly be placed when folded state.
In actual use, gabion net 1 of the present utility model adopts a plurality of connections to use mostly, and as shown in Figure 4, gabion net 1 connects as one with gabion net 2 shared sidewalls and by connector 200.
As shown in Figure 5, when taking in, each sheet waffle slab 100 and each connector 200 be according to the indicated direction displacement of arrow among Fig. 5, thereby gabion net 1 of the present utility model and 2 is being folded.
Because the thickness of ccontaining three sheet waffle slabs 100 at least side by side in the cylindrical cavity 201 of connector 200.Therefore when folding, different sheet waffle slab 100 adjacent limit silks 103 can carry out relative displacement in the cylindrical cavity 201 that helical form connector 200 is defined, promptly wherein one side silk can be done 360 ° of rotations and not break away from this spirochetal constraint around another limit silk, may be folded on together so that be used as the multi-disc sheet waffle slab 100 of top cover 150, bottom 160 and sidewall 110,120,130,140.
Especially, because the design in cylindrical cavity 201 spaces, three sheet waffle slabs 100 can not limit, rotate the angle that forms not in place because of rotation space between mutually.Thus, after folding, each sheet waffle slab 100 all abuts in together with parallel attitude, and making the thickness of gabion net after folding in the present embodiment is the thickness of 5 sheet waffle slabs 100 substantially, reaches to be easy to the little purpose of taking in, take up room.
Be the another folding mode of gabion net dyad of the present utility model as shown in Figure 6.Each sheet waffle slab 100 and connector 200 move according to the direction of arrow among Fig. 6 separately can realize the folding of whole dyad.
It is same because the design in cylindrical cavity 201 spaces in the connector 200 can make the dyad among Fig. 6 obtain the minimum volume of taking in.
Obviously, the shape of gabion net is not limited to six squares shown in the drawings.According to the difference of conditions such as use field, purposes, use occasion, the sheet waffle slab can be trapezoidal or triangular form or hexagonal etc., more can be that sidewall sheet waffle slab and roof waffle slab adopt difformity respectively.Correspondingly, the three-dimensional profile of gabion net also can change to some extent, but all adopts the connector in the utility model, obtains similar technique effect.This is a technology well known to those of ordinary skill in the art, repeats no more herein.
When using, reality also may need to solve a plurality of dyads or the concatermer problem of connection side by side.The method that solves be when two independently the gabion net and by the time, two gabion nets respectively have the connector 200 of a sidewall adjacent and by and local staggered, in both local spaces that interlock, plug a connecting pin both connected as one.
As shown in Figure 7, in other embodiment of the present utility model, also be fixed with fiber weaving cloth layer 300 on gabion net 1,2 each inside sidewalls.Owing to set up fiber weaving cloth layer 300, the utility model can ccontaining volume less than the content in grid gap, as any tiny solids such as finger stone, yellow ground, earth, the utility model can be adapted in urgent user mode dose various contents, and can effectively reduce the impact of current to content, realize better result of use.
In other embodiment of the present utility model, when the gabion net has only sidewall and does not have top cover and bottom, the size of cylindrical cavity can be corresponding smaller, but must guarantee wherein the thickness of ccontaining two sheet waffle slabs at least side by side, when folded state, can parallelly place so that be used as the adjacent two sheet waffle slabs of sidewall.
In other embodiment of the present utility model, vertical silk and horizontal hair can also adopt die casting to form the sheet waffle slab, at this moment the maximum outside diameter of promptly vertical silk of the thickness of sheet waffle slab or horizontal hair.Correspondingly, whole gabion net after folding to take volume littler.
Since after filling content, the distortion that the lateral pressure of the content of piling up can make the sidewall of gabion net produce an evagination, and common engineering personnel also can be at the inner reinforcing rib that increases respective numbers of gabion net.This reinforcing rib is generally the steel wire of certain intensity, is hooked between the relative two side of gabion net the lateral pressure with the opposing content, and quantity can be one or several, and a plurality of reinforcing ribs are the best in the online position distribution of gabion to divide equally above-mentioned lateral pressure.
In sum, be several preferred embodiment of the present utility model described in this manual.All technician in the art comply with design of the present utility model on the basis of existing technology by the available technical scheme of logical analysis, reasoning, or a limited experiment, all should be in claim protection domain of the present utility model.
Claims (5)
1, a kind of gabion net, described gabion net are surrounded by a plurality of sheet waffle slabs that are used as sidewall and form, and described sheet waffle slab is made up of a plurality of vertical silk and the horizontal hair of metal material, and being positioned at outermost described vertical silk of described sheet waffle slab or described horizontal hair is the limit silk; Described gabion net also comprises a plurality of connectors that are used to connect each described sheet waffle slab, and two adjacent described limit silks of two adjacent described sheet waffle slabs are by the collapsible connection of described connector; It is characterized in that: described connector is a helical metal bar, and extends to form a cylindrical cavity in described helical form inboard; At least side by side the thickness of ccontaining two described sheet waffle slabs in the described cylindrical cavity is so that adjacent two described sheet waffle slabs can parallelly be placed when folded state.
2, gabion net as claimed in claim 1 is characterized in that, described gabion net also comprises the described sheet waffle slab that is used as top cover and bottom, and described top cover and described bottom are respectively by described connector and different described sidewall connections; At least side by side the thickness of ccontaining three described sheet waffle slabs in the described cylindrical cavity is so that two adjacent described sheet waffle slabs and described top cover or described bottom can parallelly be placed when folded state.
3, gabion net as claimed in claim 1 or 2 is characterized in that, described vertical silk and described horizontal hair die casting form described sheet waffle slab, and the thickness of described sheet waffle slab is the maximum outside diameter of described vertical silk or described horizontal hair.
4, gabion net as claimed in claim 1 or 2 is characterized in that, the staggered stacked welding of described vertical silk and described horizontal hair forms described sheet waffle slab, and the thickness of described sheet waffle slab is the maximum outside diameter sum of described vertical silk or described horizontal hair.
5, gabion net as claimed in claim 4 is characterized in that, also is fixed with the fiber weaving cloth layer on described each inside sidewalls of gabion net.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201541052U CN201310092Y (en) | 2008-10-16 | 2008-10-16 | Gabion box |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201541052U CN201310092Y (en) | 2008-10-16 | 2008-10-16 | Gabion box |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201310092Y true CN201310092Y (en) | 2009-09-16 |
Family
ID=41107345
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008201541052U Expired - Fee Related CN201310092Y (en) | 2008-10-16 | 2008-10-16 | Gabion box |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201310092Y (en) |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102304909A (en) * | 2011-07-18 | 2012-01-04 | 中国人民解放军63983部队 | Folding protection wall capable of being removed quickly |
| CN102767147A (en) * | 2012-08-15 | 2012-11-07 | 新乡克瑞重型机械科技股份有限公司 | Highway traffic safety protective wall and framework thereof |
| CN102767158A (en) * | 2012-08-15 | 2012-11-07 | 新乡克瑞重型机械科技股份有限公司 | Flood protective dam and framework thereof |
| CN103806465A (en) * | 2012-11-05 | 2014-05-21 | 李鑫 | Technique for applying solid waste in mine area to mine geological environment management engineering construction |
| WO2014122540A1 (en) * | 2013-02-05 | 2014-08-14 | Betafence Holding Nv | Fence and method of installing a fence |
| CN104328766A (en) * | 2014-10-31 | 2015-02-04 | 杭州市市政工程集团有限公司 | Ecological stone cage net box retaining wall and construction method |
| CN105648981A (en) * | 2016-01-04 | 2016-06-08 | 安徽理工大学 | Steel reinforcement cage used for flood fighting and emergency rescues |
| CN107083861A (en) * | 2017-06-28 | 2017-08-22 | 重庆泽润水利工程咨询有限公司 | A kind of assembly type barricade |
| GB2493007B (en) * | 2011-07-21 | 2017-08-30 | Fiberweb Holdings Ltd | Confinement structures for particulate fill materials |
| CN108138454A (en) * | 2015-11-03 | 2018-06-08 | 海斯科堡垒有限公司 | Barrier |
| CN108699787A (en) * | 2016-03-04 | 2018-10-23 | Omya国际股份公司 | The sound-proof wall of gabion including this gabion and the method for executing this gabion |
| CN114000645A (en) * | 2021-10-29 | 2022-02-01 | 成都未来智隧科技有限公司 | Tension-compression coupling component and supporting structure |
-
2008
- 2008-10-16 CN CNU2008201541052U patent/CN201310092Y/en not_active Expired - Fee Related
Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102304909B (en) * | 2011-07-18 | 2013-11-20 | 中国人民解放军63983部队 | Folding protection wall capable of being removed quickly |
| CN102304909A (en) * | 2011-07-18 | 2012-01-04 | 中国人民解放军63983部队 | Folding protection wall capable of being removed quickly |
| GB2493007B (en) * | 2011-07-21 | 2017-08-30 | Fiberweb Holdings Ltd | Confinement structures for particulate fill materials |
| US10781569B2 (en) | 2011-07-21 | 2020-09-22 | Fiberweb Holdings Limited | Confinement structures—DefenCell plastic gabion system |
| US10267010B2 (en) | 2011-07-21 | 2019-04-23 | Fiberweb Holdings, Ltd. | Confinement structures |
| CN102767158A (en) * | 2012-08-15 | 2012-11-07 | 新乡克瑞重型机械科技股份有限公司 | Flood protective dam and framework thereof |
| CN102767147A (en) * | 2012-08-15 | 2012-11-07 | 新乡克瑞重型机械科技股份有限公司 | Highway traffic safety protective wall and framework thereof |
| CN103806465A (en) * | 2012-11-05 | 2014-05-21 | 李鑫 | Technique for applying solid waste in mine area to mine geological environment management engineering construction |
| WO2014122540A1 (en) * | 2013-02-05 | 2014-08-14 | Betafence Holding Nv | Fence and method of installing a fence |
| US10030409B2 (en) | 2013-02-05 | 2018-07-24 | Praesidiad | Fence and method of installing a fence |
| CN104328766A (en) * | 2014-10-31 | 2015-02-04 | 杭州市市政工程集团有限公司 | Ecological stone cage net box retaining wall and construction method |
| CN108138454A (en) * | 2015-11-03 | 2018-06-08 | 海斯科堡垒有限公司 | Barrier |
| CN105648981A (en) * | 2016-01-04 | 2016-06-08 | 安徽理工大学 | Steel reinforcement cage used for flood fighting and emergency rescues |
| CN108699787A (en) * | 2016-03-04 | 2018-10-23 | Omya国际股份公司 | The sound-proof wall of gabion including this gabion and the method for executing this gabion |
| CN108699787B (en) * | 2016-03-04 | 2021-01-29 | Omya国际股份公司 | Gabion, sound insulating wall comprising such a gabion and method for carrying out such a gabion |
| CN107083861A (en) * | 2017-06-28 | 2017-08-22 | 重庆泽润水利工程咨询有限公司 | A kind of assembly type barricade |
| CN114000645A (en) * | 2021-10-29 | 2022-02-01 | 成都未来智隧科技有限公司 | Tension-compression coupling component and supporting structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090916 Termination date: 20121016 |