CN219547758U - Novel geotechnique's check room moulds plastics - Google Patents
Novel geotechnique's check room moulds plastics Download PDFInfo
- Publication number
- CN219547758U CN219547758U CN202320794253.5U CN202320794253U CN219547758U CN 219547758 U CN219547758 U CN 219547758U CN 202320794253 U CN202320794253 U CN 202320794253U CN 219547758 U CN219547758 U CN 219547758U
- Authority
- CN
- China
- Prior art keywords
- connecting block
- clamping
- clamping grooves
- cell sheets
- geocell
- 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.)
- Active
Links
Landscapes
- Injection Moulding Of Plastics Or The Like (AREA)
Abstract
The utility model relates to the technical field of geocells and discloses a novel injection molding geocell, which comprises a connecting block, wherein first clamping grooves are formed in the periphery of the connecting block on the same side, connecting strips are fixedly connected to the inner side of the connecting block on the same side, second clamping grooves are formed in the outer side of the connecting strips on the same side, cell sheets are arranged on the first clamping grooves, one side, away from each other, of each cell sheet penetrates through the first clamping grooves and is placed in the second clamping grooves, saw teeth are formed in one side, away from each other, of each cell sheet, and clamping nails are arranged on one side, away from each other, of each connecting strip. According to the utility model, the cell sheets are placed in the first clamping groove and the second clamping groove, the cell sheets and the connecting block are fixed through the clamping nails, then the filler is poured into the connecting block, and the cell sheets are connected in a reinforced way, so that the connection strength between the cell sheets is high, rust and corrosion are avoided, and the influence on later use is avoided.
Description
Technical Field
The utility model relates to the technical field of geocells, in particular to a novel injection molding geocell.
Background
The geocell is a three-dimensional net-shaped cell structure, can be freely stretched and contracted, can be contracted in transportation, can be stretched into net shape in construction, is filled with loose materials such as soil, broken stone, concrete and the like, can be used as a cushion layer to increase the bearing capacity of a soft foundation, can be paved on a slope to form a slope protection structure, and can be used for building a retaining structure and the like.
In the prior art, the joint connection parts of the geocell are mostly fixed through welding or riveting and the like, the joint strength of the welding or riveting connection mode is lower, and the joint metal is easy to rust and corrode due to the welding or riveting connection mode, so that certain influence is caused on later use.
Disclosure of Invention
The utility model aims to solve the defects in the prior art and provides a novel injection molding geocell.
In order to achieve the above purpose, the present utility model adopts the following technical scheme: the utility model provides a novel geotechnique's check room moulds plastics, includes the connecting block, homonymy all be provided with first draw-in groove around the connecting block, homonymy the inboard fixedly connected with connecting strip of connecting block, homonymy the outside of connecting strip is provided with the second draw-in groove, be provided with the check room sheet on the first draw-in groove, the looks that keeps away from of check room sheet one side runs through first draw-in groove respectively and places in the second draw-in groove.
As a further description of the above technical solution:
and the sides of the cell sheets, which are far away from each other, are provided with saw teeth.
As a further description of the above technical solution:
and the far sides of the connecting strips are respectively provided with a clamping nail.
As a further description of the above technical solution:
the outer sides of the cell sheets are respectively and tightly attached to the first clamping groove and the second clamping groove.
As a further description of the above technical solution:
the cell sheets of the connection block extend in opposite directions.
The utility model has the following beneficial effects:
according to the utility model, the cell sheets are placed in the first clamping groove and the second clamping groove, the cell sheets are fixed through the clamping nails, then the filler is poured into the connecting block, and the cell sheets are connected in a reinforced way, so that the connection strength between the cell sheets is high, rust and corrosion are avoided, and the influence on later use is avoided.
Drawings
FIG. 1 is a three-dimensional structure diagram of a novel injection molding geocell provided by the utility model;
FIG. 2 is a partial structural split view of a novel injection molding geocell according to the present utility model;
fig. 3 is a partial structure diagram of a novel injection molding geocell according to the present utility model.
Legend description:
1. a cell sheet; 2. a connecting block; 3. a connecting strip; 4. a first clamping groove; 5. a second clamping groove; 6. a staple; 7. saw teeth.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1-3, one embodiment provided by the present utility model is: the utility model provides a novel geotechnique's check room moulds plastics, including connecting block 2, all be provided with first draw-in groove 4 around the homonymy connecting block 2, the inboard fixedly connected with connecting strip 3 of homonymy connecting strip 2, the outside of homonymy connecting strip 3 is provided with second draw-in groove 5, be provided with check room sheet 1 on the first draw-in groove 4, keep away from one side mutually of check room sheet 1 runs through first draw-in groove 4 respectively and places in second draw-in groove 5, through inserting first draw-in groove 4 with check room sheet 1 and place in second draw-in groove 5, make connecting block 2 connect fixedly between with check room sheet 1, place check room sheet 1 in first draw-in groove 4 and second draw-in groove 5 during the use, fix with check room sheet 1 and connecting block 2 through staple 6, then water the filler in connecting block 2, strengthen the connection between the check room sheet 1, thereby joint strength between the check room sheet 1 is higher, can not rust is corroded, avoid causing the influence to later stage use.
The other side that keeps away from mutually of check room sheet 1 all is provided with sawtooth 7, show the frictional force that increases between check room sheet 1 and the filler through sawtooth 7, further promote this novel geotechnique's check room of moulding plastics connection structural strength, the one side that keeps away from mutually of connecting strip 3 is provided with staple 6 respectively, fix between check room sheet 1 and the connecting block 2, the outside of check room sheet 1 closely laminates with first draw-in groove 4 and second draw-in groove 5 respectively, increase the displacement resistance between check room sheet 1 and connecting block 2, increase joint strength, the check room sheet 1 of connecting block 2 extends in opposite direction, extend check room sheet 1 through pulling check room sheet 1.
Working principle: the cell sheets 1 are placed in the first clamping groove 4 and the second clamping groove 5, the cell sheets 1 and the connecting block 2 are fixed through the clamping nails 6, then filler is poured into the connecting block 2, the cell sheets 1 are connected in a reinforced mode, the connection strength between the cell sheets 1 is high, rust and corrosion are avoided, and the influence on later use is avoided.
Finally, it should be noted that: the foregoing description is only illustrative of the preferred embodiments of the present utility model, and although the present utility model has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described, or equivalents may be substituted for elements thereof, and any modifications, equivalents, improvements or changes may be made without departing from the spirit and principles of the present utility model.
Claims (5)
1. Novel geotechnique's check room moulds plastics, including connecting block (2), its characterized in that: the novel solar cell module comprises a connecting block (2), wherein first clamping grooves (4) are formed in the periphery of the connecting block (2) on the same side, connecting strips (3) are fixedly connected to the inner side of the connecting block (2) on the same side, second clamping grooves (5) are formed in the outer side of the connecting strips (3), cell sheets (1) are arranged on the first clamping grooves (4), and one far away side of each cell sheet (1) penetrates through the first clamping grooves (4) and is arranged in the second clamping grooves (5).
2. The novel injection molded geocell of claim 1, wherein: the sides of the cell sheets (1) far away from each other are provided with saw teeth (7).
3. The novel injection molded geocell of claim 1, wherein: the far side of the connecting strip (3) is respectively provided with a clamping nail (6).
4. The novel injection molded geocell of claim 1, wherein: the outer sides of the cell sheets (1) are respectively and tightly attached to the first clamping groove (4) and the second clamping groove (5).
5. The novel injection molded geocell of claim 1, wherein: the cell sheets (1) of the connecting block (2) extend in opposite directions.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320794253.5U CN219547758U (en) | 2023-04-12 | 2023-04-12 | Novel geotechnique's check room moulds plastics |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320794253.5U CN219547758U (en) | 2023-04-12 | 2023-04-12 | Novel geotechnique's check room moulds plastics |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219547758U true CN219547758U (en) | 2023-08-18 |
Family
ID=87736656
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320794253.5U Active CN219547758U (en) | 2023-04-12 | 2023-04-12 | Novel geotechnique's check room moulds plastics |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219547758U (en) |
-
2023
- 2023-04-12 CN CN202320794253.5U patent/CN219547758U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN213267936U (en) | Assembled bee lattice greening protective framework | |
| CN219547758U (en) | Novel geotechnique's check room moulds plastics | |
| CN205188954U (en) | Novel reinforced concrete prefabrication side stake pile extension structure | |
| CN108824230A (en) | A kind of method of FRP pipe reinforcement bridge underwater foundation | |
| CN105735666B (en) | A kind of method of rapid reinforcement concrete column | |
| CN112211190A (en) | FRP sleeve and steel pipe prefabricated assembled combined spiral pile and pile forming method | |
| CN1322206C (en) | Structure of reinforced concrete hoped by plastic wire mesh with fiber enhanced | |
| CN109778891A (en) | A method of the enhancing back cover bond stress based on offshore steel taper pile basis | |
| CN102561315B (en) | Linkage precast pile type underground diaphragm wall | |
| CN208792176U (en) | A kind of structure construction of FRP pipe reinforcement bridge underwater foundation | |
| CN217998488U (en) | Civil engineering construction prevention of seepage passes through wall body | |
| CN208088664U (en) | Assembly of integral shearing wall structure | |
| CN209178980U (en) | A kind of anticorrosive tubular pole of high-strength concrete with steel core | |
| CN112575891A (en) | Low-seismic-loss beam column node based on waveform BFRP connecting plate | |
| CN216194902U (en) | Assembled light high-strength lattice frame flexible retaining wall | |
| CN211523272U (en) | Superposed underground structure outer wall and foundation connecting node | |
| CN218814916U (en) | Wall mounting structure is maked somebody a mere figurehead to ready-package that wallboard reutilization can | |
| CN215166484U (en) | Hollow recycled concrete member | |
| CN114319087B (en) | Reinforced concrete bridge pier taking chloride ion erosion and freeze thawing cycle coupling into consideration | |
| CN216615872U (en) | Secant pile wall structure of water-rich karst development geology | |
| CN203701590U (en) | Double-C-shaped aluminium-wood-plastic composite building template support keel | |
| CN211774640U (en) | Built-in steel construction prestressing force laminating mosaic structure of concrete precast slab | |
| CN218952515U (en) | Shock-resistant rammed soil wall structure | |
| CN216810317U (en) | Side sealing structure of fully-prefabricated unidirectional plate | |
| CN216892346U (en) | Micro-pile earth work grille |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |