CN213013739U - Basalt fiber geogrid - Google Patents

Basalt fiber geogrid Download PDF

Info

Publication number
CN213013739U
CN213013739U CN202020814453.9U CN202020814453U CN213013739U CN 213013739 U CN213013739 U CN 213013739U CN 202020814453 U CN202020814453 U CN 202020814453U CN 213013739 U CN213013739 U CN 213013739U
Authority
CN
China
Prior art keywords
lacing wire
basalt fiber
node
cross
lacing
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
Application number
CN202020814453.9U
Other languages
Chinese (zh)
Inventor
邵景干
王兆仑
李文凯
郝向东
王晓
张道林
王俊超
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Henan Vocational and Technical College of Communications
Henan Jiaoyuan Engineering Technology Co Ltd
Original Assignee
Henan Vocational and Technical College of Communications
Henan Jiaoyuan Engineering Technology Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Henan Vocational and Technical College of Communications, Henan Jiaoyuan Engineering Technology Co Ltd filed Critical Henan Vocational and Technical College of Communications
Priority to CN202020814453.9U priority Critical patent/CN213013739U/en
Application granted granted Critical
Publication of CN213013739U publication Critical patent/CN213013739U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

The utility model relates to a basalt fiber geogrid, including the grid body, the grid body includes two at least lacing wire groups, and every lacing wire group all includes two at least parallel arrangement's the lacing wire that comprises basalt fiber bundle, and the lacing wire cross formation a plurality of cross nodes of different lacing wire groups, the cross node periphery be equipped with the downside all outstanding in the node shaping of grid body is protruding, and the lacing wire of each lacing wire group of cross node passes through the node shaping is protruding fixed together. The utility model provides a can improve cross node position effort, improve the basalt fiber geogrid of effort between geogrid body and the corresponding filler simultaneously.

Description

Basalt fiber geogrid
Technical Field
The utility model relates to a basalt fiber geogrid among the building element technical field.
Background
In the engineering construction of roadbeds, dam dikes, slope protection lacing bars, retaining walls, soft soil foundations and the like, in order to ensure the engineering quality, the friction action generated by the reinforcement material and the soil body is usually adopted to be arranged in the soil body, and the stress is transmitted to the reinforcement material to form the filling of buildings such as reinforced earth lattice walls, reinforced earth foundations, reinforced earth abutment, reinforced earth cushion and the like.
The existing geogrid is disclosed as 'an improved basalt fiber geogrid' in Chinese patent CN207987448U, and the geogrid comprises a geogrid body woven by warp sheets and weft sheets, wherein the warp sheets are formed by basalt fiber bundles dried by asphalt treatment, and the weft sheets are formed by basalt fiber bundles dried by asphalt. This patent utilizes characteristics such as the environmental protection of basalt fiber material self, ageing resistance, long service life, has guaranteed geogrid's life and environmental protection characteristic, but it still has following problem: warp and weft that form are woven by the basalt fiber bundle, in the node position that intersects, warp and dimension can't form effectual effort, and then lead the time spent, corresponding soil matrix stretching resistance is not strong, and in addition, the connecting force between geogrid body and the soil matrix is also not enough.
Disclosure of Invention
An object of the utility model is to provide a can improve alternately node position effort, improve the basalt fiber geogrid of effort between geogrid body and the corresponding filler simultaneously.
In order to solve the technical problem, the utility model provides a technical scheme as follows:
the basalt fiber geogrid comprises a grid body, wherein the grid body comprises at least two lacing wire groups, each lacing wire group comprises at least two lacing wires which are arranged in parallel and are formed by basalt fiber bundles, the lacing wires of different lacing wire groups are intersected to form a plurality of intersection nodes, the periphery of each intersection node is provided with an upper side and a lower side which protrude out of a node forming bulge of the grid body, and the lacing wires of all the lacing wire groups at the intersection nodes are fixed together through the node forming bulges.
The node forming protrusions are vertically arranged cylindrical structures.
The lacing wire group has three, and the lacing wire of different lacing wire groups encloses into triangle-shaped grid structure.
One or at least two tie bar forming bulges which are arranged at intervals along the axial direction of the tie bar are arranged on the corresponding tie bar between two adjacent cross nodes.
The periphery of each lacing wire is wrapped with a wrapping adhesive layer which is integrally formed with the node forming bulge and the lacing wire forming bulge.
The periphery of each lacing wire is wrapped with a wrapping adhesive layer which is integrally formed with the node forming bulges.
The utility model has the advantages that: the utility model discloses in, state that the cross node periphery is equipped with the downside and all outstanding in the node shaping of grid body is protruding, and the lacing wire of each lacing wire group of cross node passes through the protruding fixed together of node shaping, the basalt tow through the node shaping arch with the cross node is fixed together, guarantees the engaging force of different lacing wire intergroup tows, simultaneously because the bellied existence of shaping, lie in that after the filler (say so that soil, pitch etc.) contact, form the retaining force between filler and the shaping arch, consequently improved the effort between filler and the geogrid body, improved the tensile strength of filler self.
Drawings
Fig. 1 is a schematic structural view of embodiment 1 of the present invention;
fig. 2 is a schematic illustration of the cooperation between the tie bars of the different tie bar sets of fig. 1;
fig. 3 is a schematic structural view of embodiment 2 of the present invention.
Detailed Description
An embodiment 1 of the basalt fiber geogrid is shown in figures 1-2: including latticed grid body, the grid body includes two lacing wire groups, each lacing wire group all includes a plurality of parallel arrangement's the lacing wire that constitutes by the basalt fiber bundle, in this embodiment, the lacing wire of one of them lacing wire group is weft lacing wire 1, the lacing wire of another lacing wire group is warp lacing wire 2, the lacing wire of different lacing wire groups is arranged perpendicularly each other, the lacing wire of different lacing wire groups alternately forms a plurality of cross node 3, the peripheral parcel of each lacing wire has parcel glue film 7, parcel glue film 7 helps guaranteeing basalt fiber bundle's wholeness. The periphery of the crossed node is provided with a node forming bulge 5, the upper side and the lower side of the node forming bulge protrude out of the grid body, the lacing wires of each lacing wire group at the crossed node are fixed together through the node forming bulge 5, and the node forming bulge and the wrapping glue layer 7 are integrally formed. And a lacing wire forming bulge 6 is arranged on the corresponding lacing wire between the two adjacent cross nodes, and the lacing wire forming bulge and the wrapping glue layer 7 are integrally formed.
When the basalt fiber geogrid is used, the basalt fiber geogrid is paved in a filler, the filler refers to soil, asphalt and the like, the filler can be filled with the upper side and the lower side of the basalt fiber geogrid, and the filler can be filled between the node forming protrusions and the tie bar forming protrusions. The lacing wires of different groups at the crossed nodes are fixed together by the node forming bulges, when one lacing wire is stressed, the tensile force can be shared by other lacing wires, the tensile capacity of the geogrid body is improved, and the tensile capacity of a filling is further improved.
In other embodiments of the present invention, the number of the tie bar forming protrusions may be set as required, for example, two, three or other numbers, and certainly, the tie bar forming protrusions may not be provided; the node forming projections may also be of a square column structure or a spherical structure.
An example 2 of a basalt fiber geogrid is shown in fig. 3: embodiment 2 differs from embodiment 1 in that there are three tie bar sets, and the tie bars 8 of different tie bar sets intersect to form a triangular structure.

Claims (6)

1. The utility model provides a basalt fiber geogrid, includes the grid body, and the grid body includes two at least lacing wire groups, and every lacing wire group all includes the lacing wire that constitutes by basalt fiber bundle of two at least parallel arrangement, and the lacing wire of different lacing wire groups alternately forms a plurality of cross nodes, its characterized in that: the periphery of the cross node is provided with node forming bulges, the upper side and the lower side of each node forming bulge protrude out of the grating body, and the lacing wires of each lacing wire group at the cross node are fixed together through the node forming bulges.
2. The basalt fiber geogrid according to claim 1, wherein: the node forming protrusions are vertically arranged cylindrical structures.
3. The basalt fiber geogrid according to claim 1, wherein: the lacing wire group has three, and the lacing wire of different lacing wire groups encloses into triangle-shaped grid structure.
4. The basalt fiber geogrid according to claim 1, wherein: one or at least two tie bar forming bulges which are arranged at intervals along the axial direction of the tie bar are arranged on the corresponding tie bar between two adjacent cross nodes.
5. The basalt fiber geogrid according to claim 4, wherein: the periphery of each lacing wire is wrapped with a wrapping adhesive layer which is integrally formed with the node forming bulge and the lacing wire forming bulge.
6. The basalt fiber geogrid according to any one of claims 1 to 3, wherein: the periphery of each lacing wire is wrapped with a wrapping adhesive layer which is integrally formed with the node forming bulges.
CN202020814453.9U 2020-05-15 2020-05-15 Basalt fiber geogrid Active CN213013739U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020814453.9U CN213013739U (en) 2020-05-15 2020-05-15 Basalt fiber geogrid

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020814453.9U CN213013739U (en) 2020-05-15 2020-05-15 Basalt fiber geogrid

Publications (1)

Publication Number Publication Date
CN213013739U true CN213013739U (en) 2021-04-20

Family

ID=75485011

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202020814453.9U Active CN213013739U (en) 2020-05-15 2020-05-15 Basalt fiber geogrid

Country Status (1)

Country Link
CN (1) CN213013739U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113250745A (en) * 2021-06-22 2021-08-13 北京科技大学 Artificial false roof construction method of built-in basalt fiber geogrid reinforced structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113250745A (en) * 2021-06-22 2021-08-13 北京科技大学 Artificial false roof construction method of built-in basalt fiber geogrid reinforced structure
CN113250745B (en) * 2021-06-22 2021-10-01 北京科技大学 Artificial false roof construction method of built-in basalt fiber geogrid reinforced structure

Similar Documents

Publication Publication Date Title
KR100834784B1 (en) Sol particle confinement cellular reinforcement
CN213013739U (en) Basalt fiber geogrid
US4990390A (en) Fiber grid reinforcement
KR101732153B1 (en) textile geogrid for ground reinforcement
DE202008017465U1 (en) Hybrid textile reinforcement of masonry, textile-reinforced construction elements or reinforcing layers for construction elements
CN110644679A (en) Reinforced cement-based concrete three-dimensional grid structure and preparation method thereof
CN111335270A (en) Prestress reinforcement structure of face rockfill dam and construction method thereof
CN104972670B (en) Three-dimensional integral composite material and manufacturing method
KR20160001021U (en) support unit for slope vegetation
US4171176A (en) Flexible bar reinforced concrete pile and method of construction
CN104947826B (en) Self-reset anti-flexure support device
CN214328084U (en) Basalt fiber geogrid
JP4824488B2 (en) Mesh sheet
KR100324502B1 (en) Textile Geogrid
KR200372629Y1 (en) Gabion mesh
JPH11336084A (en) Form made of cloth for concrete
CN103741685B (en) Comprise the pre-stressed steel pipe concrete truss support structure of pre-stressed steel pipe concrete
US20230399810A1 (en) Soil reinforcement strip and grid
JP5808002B2 (en) Futon mochi mainly using rubble
KR200163588Y1 (en) Geogrid for an embankment rainforcement work
JP2019082065A (en) Sandbag protection structure
CN215366185U (en) Novel carbon fiber grid structure
CN216545057U (en) High-strength carbon fiber reinforcing cloth for reinforcing and repairing building wall
JP7445815B1 (en) Barrier protection structure applicable to high energy impact and its construction method
JP2008144330A (en) Mesh sheet having holes

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant