CN220746864U - Geogrid filled with shield foaming agent - Google Patents
Geogrid filled with shield foaming agent Download PDFInfo
- Publication number
- CN220746864U CN220746864U CN202322447507.9U CN202322447507U CN220746864U CN 220746864 U CN220746864 U CN 220746864U CN 202322447507 U CN202322447507 U CN 202322447507U CN 220746864 U CN220746864 U CN 220746864U
- Authority
- CN
- China
- Prior art keywords
- geogrid
- sheet
- filled
- grid
- cone
- 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
- 239000004088 foaming agent Substances 0.000 title abstract description 12
- 239000006260 foam Substances 0.000 claims description 13
- 230000000149 penetrating effect Effects 0.000 claims 1
- 239000002689 soil Substances 0.000 abstract description 22
- 230000008878 coupling Effects 0.000 abstract description 5
- 238000010168 coupling process Methods 0.000 abstract description 5
- 238000005859 coupling reaction Methods 0.000 abstract description 5
- 238000003780 insertion Methods 0.000 description 4
- 230000037431 insertion Effects 0.000 description 4
- 241000201308 Boschniakia Species 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model discloses a geogrid filled with shield foaming agent, which relates to the technical field of geogrids and comprises a grid sheet, a fixing cone and a connecting assembly, wherein the grid sheet comprises a sheet main body, a plug hole is longitudinally formed in the middle of the sheet main body, the connecting sheet is uniformly connected to each side edge of the sheet main body, and the connecting assembly is arranged between every two adjacent three grid sheets and is used for realizing connection between every two adjacent three grid sheets. The utility model provides a pair of fill shield and construct geogrid of foaming agent is provided with coupling assembling, utilizes coupling assembling to realize being connected and dismantling between two adjacent grid sheets, is provided with a plurality of grafting awls, goes into ground awl and fixed awl, utilizes grafting awl, goes into ground awl and fixed awl and realizes being connected between this geogrid and the soil body, has fully guaranteed the joint strength between this geogrid and the soil body, can avoid this geogrid to take place the dislocation when using.
Description
Technical Field
The utility model relates to the technical field of geogrids, in particular to a geogrid filled with shield foaming agent.
Background
The geogrid is widely applied to reinforcement of foundation soil, is used as a common geosynthetic material, has good strength, can increase cohesive force between soil bodies, reduces uneven settlement of the soil layers, and reduces lateral displacement of roadbed pavements. And the shield foaming agent is filled when the geogrid is installed, so that the resistance of soil is reduced, and the geogrid is more convenient to install.
With the development of technology, although geogrid technology is becoming perfect, the following disadvantages still exist:
1. most geogrids in the market have limited connection strength with soil, and filling and compacting after the geogrids are paved cannot effectively prevent the geogrids from moving;
2. most of the geogrids in the market are connected through bolts, the bolts are easy to rust in the use process, and the rusted bolts cause trouble for disassembly between adjacent geogrids.
Disclosure of Invention
In order to overcome the above-mentioned drawbacks of the prior art, the present utility model provides a geogrid filled with a shield foaming agent to solve the above-mentioned problems in the prior art.
In order to achieve the above object, the present utility model provides the following technical solutions: a geogrid filled with a shield foam comprising:
the grid sheet comprises a sheet body, wherein a plug hole is longitudinally formed in the middle of the sheet body, and each side edge of the sheet body is uniformly connected with a connecting sheet;
the fixed cone is arranged in the plug hole;
and the connecting assembly is arranged between the adjacent three grid sheets and is used for realizing the connection between the adjacent three grid sheets.
Optionally, the connecting assembly comprises a connecting piece and three limiting plates, wherein the connecting piece is in a herringbone shape, and the three limiting plates are respectively and fixedly arranged on three side edges of the connecting piece.
Optionally, an inserting cone is integrally arranged at the middle position of the bottom of the connecting piece.
Optionally, the height of the grid sheet is equal to the height of the connection assembly.
Optionally, the connecting sheet is in a V-shaped structure.
Optionally, the bottom of each connecting sheet is fixedly provided with a ground cone.
Optionally, the sheet body is in a "#" shaped structure.
Optionally, the diameter of the fixed cone is equal to the diameter of the plug hole.
Optionally, the fixed cone top is integrally provided with a baffle, and the baffle diameter is greater than the fixed cone diameter.
Compared with the prior art, the utility model has the beneficial effects that:
the geogrid filled with the shield foaming agent is provided with a plurality of plugging cones, a ground entering cone and a fixing cone, the connection between the geogrid and the soil body is realized by the plugging cones, the ground entering cone and the fixing cone, the connection strength between the geogrid and the soil body is fully ensured, and the geogrid can be prevented from being dislocated when in use;
this fill shield and construct geogrid of foamer is provided with coupling assembling, utilizes coupling assembling to realize the connection between two adjacent grid sheets, and the connection process easily realizes, takes out the coupling assembling and can realize the separation before the adjacent grid sheet, structural design is reasonable, convenient to use.
Drawings
For a clearer description of embodiments of the present application or of the solutions in the prior art, the drawings that are needed in the embodiments will be briefly described, and it is obvious that the drawings in the following description are only some embodiments described in the present utility model, and that other drawings can be obtained according to these drawings by a person having ordinary skill in the art.
FIG. 1 is a schematic view of a construction of a grid sheet provided by a geogrid filled with a shield foam;
FIG. 2 is a schematic illustration of an assembly provided by a geogrid filled with a shield foam;
FIG. 3 is an exploded view of FIG. 2 provided by a geogrid filled with a shield foam;
fig. 4 is a schematic structural view of a connection assembly provided by a geogrid filled with a shield foaming agent.
Reference numerals illustrate:
1. a grid sheet; 101. a sheet main body; 102. connecting the sheets; 2. a plug hole; 3. a connection assembly; 301. a connecting piece; 302. a limiting plate; 4. a fixed cone; 5. a plug cone; 6. a ground cone; 7. and a baffle.
Detailed Description
Other advantages and advantages of the present utility model will become apparent to those skilled in the art from the following detailed description, which, by way of illustration, is to be read in connection with certain specific embodiments, 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.
In order to better understand the aspects of the present application, a further detailed description of the present application will be provided below with reference to the accompanying drawings and detailed description.
Referring to fig. 1 to 4, the geogrid filled with the shield foaming agent of the embodiment comprises a grid sheet 1, a fixed cone 4 and a connecting assembly 3, can realize connection among a plurality of grid sheets 1, and has higher connection strength with soil.
Referring to fig. 1, a grid sheet 1 includes a sheet main body 101, the sheet main body 101 has a "#" shape structure, each side edge of the sheet main body 101 is uniformly connected with a connecting sheet 102, the connecting sheet 102 has a "V" shape structure, the bottom of the connecting sheet 102 is fixedly provided with a ground entering cone 6, the bottom of the ground entering cone 6 has a "V" shape structure, and when in use, the ground entering cone 6 is inserted into a soil body, so as to realize connection between the grid sheet 1 and the soil body.
Referring to fig. 1 and 3, the middle position of the sheet main body 101 is longitudinally provided with the insertion hole 2, the fixed cone 4 is arranged in the insertion hole 2, the diameter of the fixed cone 4 is equal to the diameter of the insertion hole 2, the fixed cone 4 is inserted into the insertion hole 2 during installation and pressed against the fixed cone 4, the fixed cone 4 can be inserted into a soil body, the top of the fixed cone 4 is integrally provided with the baffle 7, the diameter of the baffle 7 is larger than the diameter of the fixed cone 4, and the baffle 7 is arranged, so that the fixed cone 4 can be prevented from being completely inserted into the soil body and difficult to be pulled out of the fixed cone 4.
Referring to fig. 2-4, the connection assembly 3 is disposed between adjacent three grid sheets 1, and the height of the grid sheets 1 is equal to the height of the connection assembly 3, so as to achieve connection between the adjacent three grid sheets 1. The connecting assembly 3 consists of a connecting piece 301 in a herringbone shape and three limiting plates 302, wherein the three limiting plates 302 are respectively and fixedly arranged on three side edges of the connecting piece 301, and included angles between two adjacent limiting plates 302 are equal. The middle position of the bottom of the connecting piece 301 is integrally provided with the inserting cone 5, and when in use, the inserting cone 5 is inserted into soil, so that the connection between the connecting assembly 3 and the soil is realized.
When the device is used, operators spray shield foaming agents on the ground, the shield foaming agents can reduce friction of soil, reduce resistance of the soil, then sequentially put the grid sheets 1, keep a certain interval between the adjacent grid sheets 1, put the connecting assembly 3 between the adjacent three grid sheets 1, then press the grid sheets 1 and the connecting assembly 3, enable the inserting cone 5 and the ground entering cone 6 to be inserted into the soil, then insert the fixing cone 4 into the inserting hole 2, press the fixing cone 4, enable the fixing cone 4 to be inserted into the soil, and connect the soil with the fixing cone 4 by utilizing the plurality of inserting cones 5, the ground entering cone 6 and the fixing cones 4, so that the earth grating and the soil drop connection strength is fully guaranteed.
Finally: the foregoing description of the preferred embodiments of the utility model is not intended to limit the utility model to the precise form disclosed, and any such modifications, equivalents, and alternatives falling within the spirit and principles of the utility model are intended to be included within the scope of the utility model.
Claims (9)
1. A geogrid filled with a shield foam comprising:
the grid sheet (1) comprises a sheet main body (101), wherein a plug hole (2) is longitudinally formed in the middle of the sheet main body (101), and each side edge of the sheet main body (101) is uniformly connected with a connecting sheet (102);
the fixed cone (4) is arranged in the plug hole (2);
and the connecting assembly (3) is arranged between the adjacent three grid sheets (1) and is used for realizing the connection between the adjacent three grid sheets (1).
2. A geogrid filled with a shield foam according to claim 1, characterized in that: the connecting assembly (3) consists of a connecting piece (301) in a herringbone shape and three limiting plates (302), wherein the three limiting plates (302) are respectively and fixedly arranged on three side edges of the connecting piece (301).
3. A geogrid filled with a shield foam according to claim 2, characterized in that: the middle position of the bottom of the connecting piece (301) is integrally provided with a plug cone (5).
4. A geogrid filled with a shield foam according to claim 1, characterized in that: the height of the grid sheet (1) is equal to the height of the connecting component (3).
5. A geogrid filled with a shield foam according to claim 1, characterized in that: the connecting sheet (102) is in a V-shaped structure.
6. A geogrid filled with a shield foam according to claim 5, characterized in that: the bottom of each connecting sheet (102) is fixedly provided with a ground penetrating cone (6).
7. A geogrid filled with a shield foam according to claim 1, characterized in that: the sheet body (101) has a "#" shaped structure.
8. A geogrid filled with a shield foam according to claim 1, characterized in that: the diameter of the fixed cone (4) is equal to the diameter of the plug hole (2).
9. A geogrid filled with a shield foam according to claim 1, characterized in that: the baffle (7) is integrally arranged at the top of the fixed cone (4), and the diameter of the baffle (7) is larger than that of the fixed cone (4).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202322447507.9U CN220746864U (en) | 2023-09-11 | 2023-09-11 | Geogrid filled with shield foaming agent |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202322447507.9U CN220746864U (en) | 2023-09-11 | 2023-09-11 | Geogrid filled with shield foaming agent |
Publications (1)
Publication Number | Publication Date |
---|---|
CN220746864U true CN220746864U (en) | 2024-04-09 |
Family
ID=90560476
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202322447507.9U Active CN220746864U (en) | 2023-09-11 | 2023-09-11 | Geogrid filled with shield foaming agent |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN220746864U (en) |
-
2023
- 2023-09-11 CN CN202322447507.9U patent/CN220746864U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN110106913B (en) | Damping panel assembled reinforced earth retaining wall and construction method thereof | |
CN110820801A (en) | Reverse-wrapping type waste tire reinforced retaining wall and construction method thereof | |
CN220746864U (en) | Geogrid filled with shield foaming agent | |
CN211523269U (en) | Return and wrap formula junked tire reinforced earth retaining wall | |
US5040928A (en) | Facings for earthworks | |
KR101295331B1 (en) | Connection pin of soil bag | |
CN211200729U (en) | Rear embedded part mounting structure for cable structure curtain wall | |
KR20190142927A (en) | Breast wall structure | |
CN202610808U (en) | Press-anchor-restrict method foundation pit retaining structure | |
CN209907410U (en) | Slope reinforcement supporting structure and pile plate retaining wall | |
CN218911454U (en) | Pre-supporting construction method pile | |
CN210262617U (en) | Protector is used in town road construction | |
CN220789712U (en) | Reinforcing structure applied to soft soil foundation | |
CN215594308U (en) | Shallow circulating water pipe bearing structure that buries | |
CN218713258U (en) | Municipal works's high slope retaining wall | |
CN217517641U (en) | Abrupt slope road retaining wall structure | |
KR20090028095A (en) | Retaining wall and constructing method using panel and anchor | |
CN212642757U (en) | Assembled inverted arch that can be used to rich water area | |
CN216338814U (en) | Construction access road structure for soft soil foundation of agricultural land parcel | |
CN219825354U (en) | Pile-bearing buttress type retaining wall combined structure | |
CN218570808U (en) | Saline and alkaline land salt discharging device | |
CN212561624U (en) | Basement bottom plate passes through transition beam connected node with underground continuous wall | |
CN210395415U (en) | High cantilever foundation of power transmission line | |
KR100736839B1 (en) | Method of building a breast wall using a hexahedron burlap bag | |
CN216765903U (en) | Self-stabilizing foundation pit supporting structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |