CN106013035B - A kind of detachable geotechnical grid - Google Patents
A kind of detachable geotechnical grid Download PDFInfo
- Publication number
- CN106013035B CN106013035B CN201610473153.7A CN201610473153A CN106013035B CN 106013035 B CN106013035 B CN 106013035B CN 201610473153 A CN201610473153 A CN 201610473153A CN 106013035 B CN106013035 B CN 106013035B
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- CN
- China
- Prior art keywords
- coaming plate
- fixed seat
- geotechnical grid
- boss
- detachable
- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C3/00—Foundations for pavings
- E01C3/04—Foundations produced by soil stabilisation
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Architecture (AREA)
- Soil Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Revetment (AREA)
Abstract
The invention discloses a kind of detachable geotechnical grid, including connecting seat and basal cell；Basal cell includes fixed seat, the fixed seat the week side of boss is evenly equipped with neck, another end surfaces of fixed seat are provided with mounting groove, the mounting groove the week side of boss is connected with neck insertion, connecting plate is provided with neck, connecting plate one end is provided with dop, the dop is arranged in neck and is placed between pressure pad and bottom, connecting plate along dop to another extreme direction it is first-class away from provided with three mounting posts, mounting post end surface is provided with cylindrical groove, mounting post the week side of boss is symmetrically provided with two link slots；Connecting seat the week side of boss is evenly equipped with four link slots, is fixedly connected between connecting seat and basal cell by link slot.Geotechnical grid is divided into some pieces of compartment area identical so that grid inner stuffing is uniform to the pressure of geotechnical grid inwall, and it greatly improved and installs and uses the life-span, ensure that the installation progress of whole engineering by the present invention by the composition structure of array.
Description
Technical field
The invention belongs to geotechnical grid field, more particularly to a kind of detachable geotechnical grid.
Background technology
Geotechnical grid be using polypropylene or polyvinyl resin by melting extrusion, calendering technology, then by orientation stretching,
By welding, riveting or a kind of civil engineering material of 3 D stereo network structure that connector is formed by connecting.Geotechnical grid has
Have stretching differently- oriented directivity on tensile strength it is strong, there is the advantages that anti-aging, acid-alkali-corrosive-resisting, light weight.Therefore, geotechnical grid
It is widely used in the fields such as side slope, desert and roadbed, meets the need in engineering by changing the height of different cell compartment sheet materials
Want, can effectively strengthen the bearing capacity and weight bearing power of roadbed.During engineering construction, geotechnical grid is drawn into three
Dimension network structure is laid on basal plane, and the scattered material such as soil, sandstone is inserted to the structure for wherein forming laterally limiting and big rigidity
Body.The product is mainly used in the firm roadbed such as railway, highway, reinforcement protection road surface.On subgrade in use, using geotechnological lattice
Room can greatly reinforce the steadiness of soil, can mitigate construction labor intensity significantly, can effectively reduce highway engineering cost.
Traditional geotechnical grid is integral type welding structure, in process of deployment, usually because the extrusion of filler
Under, cause geotechnical grid deploy after sizing grid differ, can not uniform force, geotechnical grid stratum reticulare is broken under long term
It is bad, influence service life.
The content of the invention
It is an object of the invention to overcome problem above existing for prior art, there is provided a kind of detachable geotechnical grid,
So that the laying mesh space of geotechnical grid is uniform in size, its use intensity is improved.
To realize above-mentioned technical purpose and the technique effect, the present invention is achieved through the following technical solutions：
A kind of detachable geotechnical grid, including connecting seat and basal cell；
The basal cell includes fixed seat, and the fixed seat the week side of boss is evenly equipped with four necks, the fixed seat wherein one end and bottom
Lid is fixedly connected, and fixed seat other end face center is provided with mounting groove, and the mounting groove the week side of boss is connected with neck insertion, the installation
Pressure pad is provided with groove, the pressure pad outer surface is provided with end cap, and the end cap is fixedly linked with fixed seat；
Connecting plate is installed, described connecting plate one end is provided with dop, and the dop is arranged on juxtaposition in neck in the neck
Between pressure pad and bottom, the connecting plate is first-class away from provided with three mounting posts, the mounting post along dop to another extreme direction
End surface is provided with cylindrical groove, and mounting post the week side of boss is symmetrically provided with two link slots, and two link slot opening angles are 90 degree, phase
Once mounting has the first coaming plate, the second coaming plate, the 3rd coaming plate, and first coaming plate, the second coaming plate, the 3rd between adjacent connecting plate
Coaming plate both ends are arranged with card column, and the height of the card column is the first coaming plate, the second coaming plate, the half of the 3rd coaming plate width；
The connecting seat the week side of boss is evenly equipped with four link slots, is fixed and connected by link slot between the connecting seat and basal cell
Connect.
Further, be provided with through hole between the fixed seat both ends, the bottom close to the side surface of fixed seat one be provided with
The locating rod that through hole cooperates, and the locating rod is round table-like, improves bottom and the bonding strength of fixed seat, prevents from fixing
The disengaging of seat.
Further, the bottom bottom end surface is fixed with slotting cone, and bottom is closely connected with ground so that geotechnique
Cell compartment carries out multiple spot with ground and fixed, and improves use intensity.
Further, the link slot opening angle is equal to 90 degree so that the connection of connecting seat and basal cell is even closer.
Further, the installation groove depth is equal to pressure pad thickness, improves end cap and the bonding strength of fixed seat, and reduce
Waste of material.
Further, first coaming plate, the second coaming plate, measurements of the chest, waist and hips plate thickness are identical and are equal to link slot A/F,
Improve the interchangeability of whole geotechnical grid so that manufacturing process is simpler.
The beneficial effects of the invention are as follows：
Geotechnical grid is divided into some pieces of compartment area identical, passed through by the present invention by the composition structure of array
Connecting seat connects into the arrangement of base cell cell compartment the specific structure needed for engineering so that grid inner stuffing is in geotechnical grid
The pressure of wall is uniform, and it greatly improved and installs and uses the life-span, ensure that the installation progress of whole engineering.
Brief description of the drawings
Accompanying drawing described herein is used for providing a further understanding of the present invention, forms the part of the application, this hair
Bright schematic description and description is used to explain the present invention, does not form inappropriate limitation of the present invention.In the accompanying drawings：
Fig. 1 is the structural representation of the present invention；
Fig. 2 is the mounting structure schematic diagram of the present invention；
Fig. 3 is the partial structurtes explosive view of the present invention；
Fig. 4 is the schematic enlarged-scale view at A in Fig. 3；
Fig. 5 is partial structurtes explosive view of the present invention；
Fig. 6 is the structural representation of connecting seat in the present invention；
Label declaration in figure：1- fixed seats, 2- connecting plates, the coaming plates of 3- first, the coaming plates of 4- second, the coaming plates of 5- the 3rd, 6- ends
Lid, 7- bottoms, 8- pressure pads, 9- connecting seats, 10- basal cells, 11- necks, 12- through holes, 13- mounting grooves, 21- dops, 22- installations
Post, 23- cylindrical grooves, 24- link slots, 71- insert cone, 72- locating rods, 91- link slots, 345- card columns.
Embodiment
Below with reference to the accompanying drawings and in conjunction with the embodiments, the present invention is described in detail.
A kind of detachable geotechnical grid as shown in Figures 1 to 6, including connecting seat 9 and basal cell 10；
Basal cell 10 includes fixed seat 1, and the week side of boss of fixed seat 1 is evenly equipped with four necks 11, fixed seat 1 wherein one end and bottom
7 are fixedly connected, and the other end face center of fixed seat 1 is provided with mounting groove 13, and the week side of boss of mounting groove 13 is connected with the insertion of neck 11, pacifies
Pressure pad 8 is provided with tankage 13, the outer surface of pressure pad 8 is provided with end cap 6, and the end cap 6 is fixedly linked with fixed seat 1；
Connecting plate 2 is installed, the one end of connecting plate 2 is provided with dop 21, and the dop 21 is arranged in neck 11 simultaneously in neck 11
It is placed between pressure pad 8 and bottom 7, connecting plate 2 is first-class away from provided with three mounting posts 22, mounting post along dop 21 to another extreme direction
22 end surfaces are provided with cylindrical groove 23, and the week side of boss of mounting post 22 is symmetrically provided with two link slots 24, and two opening folders of link slot 24
Angle is 90 degree, and once mounting has the first coaming plate 3, the second coaming plate 4, the 3rd coaming plate 5 between adjacent connection plates 2, and the first coaming plate 3,
Second coaming plate 4, the both ends of the 3rd coaming plate 5 are arranged with card column 345, the height of card column 345 is the first coaming plate 3, the second coaming plate 4, the
The half of the width of three coaming plate 5；
The week side of boss of connecting seat 9 is evenly equipped with four link slots 91, is fixed and connected by link slot 91 between connecting seat 9 and basal cell 10
Connect.
Wherein, through hole 12 is provided between the both ends of fixed seat 1, bottom 7 is provided with and the phase of through hole 12 close to the side surface of fixed seat 1 one
The locating rod 72 mutually coordinated, and the locating rod 72 is round table-like, improves bottom and the bonding strength of fixed seat, prevents fixed seat
Disengaging.
Wherein, the bottom end surface of bottom 7, which is fixed with, inserts cone 71, bottom is closely connected with ground so that geotechnical grid
Multiple spot is carried out with ground to fix, and improves use intensity.
Wherein, the opening angle of link slot 91 is equal to 90 degree so that the connection of connecting seat and basal cell is even closer.
Wherein, the depth of mounting groove 13 is equal to the thickness of pressure pad 8, improves end cap and the bonding strength of fixed seat, and reduce material
Waste.
Wherein, the first coaming plate 3, the second coaming plate 4, the thickness of the 3rd coaming plate 5 are identical and are equal to the A/F of link slot 24, improve
The interchangeability of whole geotechnical grid so that manufacturing process is simpler.
During installation, first slotting cone 71 is pounded in soil with instrument according to above-mentioned composition structure, ensures bottom 7 and soil surface
Fitting a, mounting-fixing base 1, connecting plate 2, pressure pad 8, end cap 6 after allowing, finally installs the first coaming plate 3, the second coaming plate the 4, the 3rd
Coaming plate 5 can complete the assembling to basal cell 10, and connecting seat 9 and basal cell 10 then are carried out into assembly connection according to specific requirement.
Geotechnical grid is divided into some pieces of compartment area identical, passed through by the present invention by the composition structure of array
Connecting seat connects into the arrangement of base cell cell compartment the specific structure needed for engineering so that grid inner stuffing is in geotechnical grid
The pressure of wall is uniform, and it greatly improved and installs and uses the life-span, ensure that the installation progress of whole engineering.
General principle, principal character and the advantages of the present invention of the present invention has been shown and described above.The technology of the industry
Personnel are it should be appreciated that the present invention is not limited to the above embodiments, and the simply explanation described in above-described embodiment and specification is originally
The principle of invention, without departing from the spirit and scope of the present invention, various changes and modifications of the present invention are possible, these changes
Change and improvement all fall within the protetion scope of the claimed invention.
Claims (6)
- A kind of 1. detachable geotechnical grid, it is characterised in that：Including connecting seat (9) and basal cell (10)；The basal cell (10) includes fixed seat (1), and fixed seat (1) the week side of boss is evenly equipped with four necks (11), the fixed seat (1) Wherein one end is fixedly connected with bottom (7), and fixed seat (1) other end face center is provided with mounting groove (13), the mounting groove (13) The week side of boss is connected with neck (11) insertion, pressure pad (8) is provided with the mounting groove (13), pressure pad (8) outer surface is provided with end cap (6), and the end cap (6) is fixedly linked with fixed seat (1)；Connecting plate (2) is installed, described connecting plate (2) one end is provided with dop (21), the dop (21) peace in the neck (11) It is placed in neck (11) between pressure pad (8) and bottom (7), the connecting plate (2) is along dop (21) to another extreme direction Upper to be equidistantly provided with three mounting posts (22), mounting post (22) end surface is provided with cylindrical groove (23), mounting post (22) the week side of boss It is symmetrical to be provided with two link slots (24), and two link slot (24) opening angles are 90 degree, adjacent connection plates are pacified successively between (2) Equipped with the first coaming plate (3), the second coaming plate (4), the 3rd coaming plate (5), and first coaming plate (3), the second coaming plate (4), measurements of the chest, waist and hips Plate (5) both ends are arranged with card column (345), and the height of the card column (345) is the first coaming plate (3), the second coaming plate (4), the 3rd The half of coaming plate (5) width；Connecting seat (9) the week side of boss is evenly equipped with four link slots (91), passes through between the connecting seat (9) and basal cell (10) and is connected Groove (91) is fixedly connected.
- A kind of 2. detachable geotechnical grid according to claim 1, it is characterised in that：Fixed seat (1) both ends it Between be provided with through hole (12), the bottom (7) is provided with the locating rod to be cooperated with through hole (12) close to the side surface of fixed seat (1) one (72), and the locating rod (72) is round table-like.
- A kind of 3. detachable geotechnical grid according to claim 1, it is characterised in that：Bottom (7) bottom end surface It is fixed with and inserts cone (71).
- A kind of 4. detachable geotechnical grid according to claim 1, it is characterised in that：Link slot (91) angular aperture Degree is equal to 90 degree.
- A kind of 5. detachable geotechnical grid according to claim 1, it is characterised in that：Described mounting groove (13) depth etc. In pressure pad (8) thickness.
- A kind of 6. detachable geotechnical grid according to claim 1, it is characterised in that：First coaming plate (3), second Coaming plate (4), the 3rd coaming plate (5) thickness are identical and are equal to link slot (24) A/F.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610473153.7A CN106013035B (en) | 2016-06-22 | 2016-06-22 | A kind of detachable geotechnical grid |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610473153.7A CN106013035B (en) | 2016-06-22 | 2016-06-22 | A kind of detachable geotechnical grid |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106013035A CN106013035A (en) | 2016-10-12 |
| CN106013035B true CN106013035B (en) | 2018-01-16 |
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ID=57083584
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610473153.7A Active CN106013035B (en) | 2016-06-22 | 2016-06-22 | A kind of detachable geotechnical grid |
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| Country | Link |
|---|---|
| CN (1) | CN106013035B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108360326A (en) * | 2018-05-10 | 2018-08-03 | 安徽中路工程材料有限公司 | The fixed Integral geocell of pipe nail |
| CN110656546B (en) * | 2019-09-24 | 2021-11-16 | 山东高速集团有限公司 | Method for treating ultra-soft foundation shallow layer by using water-permeable concrete blocks |
| CN112323760B (en) * | 2020-11-17 | 2022-09-13 | 深圳中轩生态环境科技有限公司 | Three-dimensional honeycomb geocell with lateral high water permeability |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0238616A (en) * | 1988-07-28 | 1990-02-08 | Takiron Co Ltd | Net for construction work |
| CN2537737Y (en) * | 2002-06-07 | 2003-02-26 | 高红 | Three dimension earth-work grate |
| CN103352444A (en) * | 2013-07-18 | 2013-10-16 | 管大为 | Lattice type river bank revetment structure and construction method thereof |
| CN203498818U (en) * | 2013-09-18 | 2014-03-26 | 安徽徽风新型建材有限公司 | High-strength geocell capable of being quickly jointed |
-
2016
- 2016-06-22 CN CN201610473153.7A patent/CN106013035B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0238616A (en) * | 1988-07-28 | 1990-02-08 | Takiron Co Ltd | Net for construction work |
| CN2537737Y (en) * | 2002-06-07 | 2003-02-26 | 高红 | Three dimension earth-work grate |
| CN103352444A (en) * | 2013-07-18 | 2013-10-16 | 管大为 | Lattice type river bank revetment structure and construction method thereof |
| CN203498818U (en) * | 2013-09-18 | 2014-03-26 | 安徽徽风新型建材有限公司 | High-strength geocell capable of being quickly jointed |
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| Publication number | Publication date |
|---|---|
| CN106013035A (en) | 2016-10-12 |
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