CN206359971U - A kind of high-strength node steel plastic geogrid - Google Patents

A kind of high-strength node steel plastic geogrid Download PDF

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Publication number
CN206359971U
CN206359971U CN201621465949.XU CN201621465949U CN206359971U CN 206359971 U CN206359971 U CN 206359971U CN 201621465949 U CN201621465949 U CN 201621465949U CN 206359971 U CN206359971 U CN 206359971U
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China
Prior art keywords
steel wire
grid belt
horizontal
high tensile
longitudinal
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CN201621465949.XU
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Inventor
陆诗德
梁训美
王继法
王清标
孔庆礼
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Shandong Lutheran New Materials Ltd By Share Ltd
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Shandong Lutheran New Materials Ltd By Share Ltd
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Abstract

The utility model is related to a kind of high-strength node steel plastic geogrid, includes the longitudinal grid belt and horizontal grid belt of integrated injection forming;The horizontal grid belt includes the horizontal high tensile steel wire being located inside grid belt and the high density polyethylene (HDPE) outer layer being coated on outside high tensile steel wire;In the same plane, longitudinal high tensile steel wire and horizontal high tensile steel wire are that upper lower leaf is set for the bottom surface of the horizontal grid belt and longitudinal grid belt, and its spacing distance at the middle and upper levels between lower floor is more than the diameter of high tensile steel wire;The horizontal grid tape thickness is more than longitudinal grid belt.Compared with prior art, easily occurs fracture and the characteristics of soil body lateral sliding problem with avoiding grid node.

Description

A kind of high-strength node steel plastic geogrid
Technical field
The utility model is related to earth working material technical field, more particularly to a kind of high-strength node steel plastic geogrid.
Background technology
Grid is with two-dimensional mesh trellis or tool of the high molecular polymers such as polypropylene, polyvinyl chloride through thermoplastic or molding Have the 3 D stereo grid screen of certain altitude, when as civil engineering in use, referred to as GSZ.GSZ species is more Sample can be roughly divided into the geotechnological lattice of Plastics Geogrids, steel plastic geogrid, earth grille and polyester warp-knitting polyester The major class of grid four, wherein steel plastic geogrid are using relatively extensive a kind of.Steel plastic geogrid is with high tensile steel wire(Or other Fiber), it is specially treated, with polyethylene(PE)Or polypropylene(PP), and other auxiliary agents are added, make compound by extrusion Type high-strength pulling-resisting band, and there is coarse embossing on surface.Thus single tape, arranges through longitudinal and transverse establishment at a certain distance or clamping, uses The welding technology of special strengthening bonding(Ultrasonic welding technique)Weld its interface point and be molded.
There is following technological deficiency in use in current existing steel plastic geogrid:1. grid belt and grid belt it Between by being welded together, it is high due to there was only welding stress between grid belt and grid belt when by level to load Strong steel wire does not play a part of tension, so node peeling force very little, grid node easily disconnects, so as to destroy the geotechnological lattice of steel modeling The overall structure of grid;2. its joint structure of steel plastic geogrid is not firm enough, bears level limited to weight bearing power, it is impossible to effectively Control the lateral sliding of the soil body.
Utility model content
There is provided a kind of high-strength node steel plastic geogrid in view of the shortcomings of the prior art the utility model, it is to avoid grid Fracture and soil body lateral sliding problem easily occur for node.
The utility model is achieved by the following technical solution there is provided a kind of high-strength node steel plastic geogrid, a kind of High-strength node steel plastic geogrid, it is characterised in that:Longitudinal grid belt and horizontal grid belt including integrated injection forming, institute Stating longitudinal grid belt includes the longitudinal high tensile steel wire being located inside grid belt and the high-density polyethylene being coated on outside high tensile steel wire Alkene outer layer;The horizontal grid belt includes the horizontal high tensile steel wire being located inside grid belt and the height being coated on outside high tensile steel wire Density polyethylene outer layer;The bottom surface of the horizontal grid belt and longitudinal grid belt in the same plane, longitudinal high tensile steel wire It is that upper lower leaf is set with horizontal high tensile steel wire, its spacing distance at the middle and upper levels between lower floor is more than the straight of high tensile steel wire Footpath;The horizontal grid tape thickness is more than longitudinal grid belt.
Preferably, the quantity of the longitudinal high tensile steel wire in the upper strata is 4, the quantity of lower floor's longitudinal direction high tensile steel wire is 4.
Preferably, the quantity of the horizontal high tensile steel wire in the upper strata is 4, the quantity of lower floor's transverse direction high tensile steel wire is 4.
Preferably, the longitudinal high tensile steel wire in the upper strata be located at the horizontal high tensile steel wire of the horizontal high tensile steel wire in upper strata and lower floor it Between.
Preferably, the horizontal grid belt is identical with longitudinal grid bandwidth.
Preferably, longitudinal grid belt and horizontal grid belt surface are evenly arranged with groove.
Preferably, the channel section is shaped as triangle.
The beneficial effects of the utility model are:
1st, longitudinal grid belt and horizontal grid belt is combined together by way of injection, eliminate welding process, work as incident During by level to load, integral structure transverse direction high tensile steel wire can play drawing-resistant function, therefore avoid knot after soldering Point peeling force is small, the defect easily disconnected;Enhance structural strength and stability.
2nd, at longitudinal grid belt and horizontal grid belt node horizontal high tensile steel wire with longitudinal high tensile steel wire is stacked places, with Just load is more effectively transmitted, while making node structure more firm, lifting bears level to weight bearing power.
Brief description of the drawings
Fig. 1 is the utility model steel plastic geogrid structural representation;
Fig. 2 is the utility model steel plastic geogrid node profile;
Shown in figure:
1st, horizontal grid belt, 2, longitudinal grid belt, 3, horizontal high tensile steel wire, 4, longitudinal high tensile steel wire, 5, groove.
Embodiment
For the technical characterstic for illustrating this programme can be understood, below by embodiment, this programme is illustrated.
As shown in Figure 1, 2, the utility model includes the longitudinal grid belt 2 and horizontal grid belt 1 of integrated injection forming, institute Stating longitudinal grid belt 2 includes being located at longitudinal high tensile steel wire 4 that increase intensity effect is played inside grid belt and is coated on high-strength steel High density polyethylene (HDPE) outer layer outside silk.The horizontal grid belt 1, which includes being located at, plays increase intensity effect inside grid belt Horizontal high tensile steel wire 3 and the high density polyethylene (HDPE) outer layer being coated on outside high tensile steel wire.The horizontal grid belt 1 and longitudinal grid With 2 bottom surface in the same plane.Change between conventional grid belt and grid belt by way of being welded together, lead to Crossing the mode of injection makes longitudinal grid belt 2 and horizontal grid belt 1 combine together, eliminates welding process, when by level to lotus During load, integral structure transverse direction high tensile steel wire 3 can play drawing-resistant function, therefore avoid the postjunction peeling force of soldering Defect that is small, easily disconnecting;Enhance structural strength and stability.
Longitudinal high tensile steel wire 4 and horizontal high tensile steel wire 3 are that upper lower leaf is set, and it is at the middle and upper levels between lower floor Spacing distance is more than the diameter of high tensile steel wire.In prioritization scheme, the quantity of the longitudinal high tensile steel wire 4 in the upper strata is 4, and lower floor indulges It it is 4 to the quantity of high tensile steel wire 4.The quantity of the horizontal high tensile steel wire 3 in the upper strata is 4, the number of lower floor's transverse direction high tensile steel wire 3 Measure as 4.In order to realize optimal vertically and horizontally transmission force property, the longitudinal high tensile steel wire 4 in the upper strata is located at the horizontal high-strength steel in upper strata It is laterally high-strength at longitudinal grid belt 2 and the horizontal node of grid belt 1 the purpose is to realize between the horizontal high tensile steel wire 3 of silk 3 and lower floor Steel wire 3 and the stacked placement of longitudinal high tensile steel wire 4, more effectively to transmit load, while making node structure more firm, are carried Rise and bear level to weight bearing power.
The thickness of horizontal grid belt 1 is more than longitudinal grid belt 2, and horizontal grid belt 1 is identical with longitudinal width of grid belt 2. Longitudinal grid belt (2) and horizontal grid belt (1) surface are uniformly arranged fluted 5, and the cross sectional shape of groove 5 is triangle Shape.Because the thickness of horizontal grid belt 1 is higher than longitudinal grid belt 2, and grid belt surface is provided with uniform groove 5, and both coordinate Increase interlocking, the interlocking of GSZ and the soil body so that the coefficient of friction between the soil body and grid becomes big, and then ground Steadiness enhancing, the lateral sliding of the soil body controlled.
Certainly, described above is also not limited to the example above, and technical characteristic of the utility model without description can lead to Cross or realized using prior art, be will not be repeated here;Above example and accompanying drawing are merely to illustrate technology of the present utility model Scheme is not to limitation of the present utility model, with reference to preferred embodiment the utility model is described in detail, originally Field it is to be appreciated by one skilled in the art that those skilled in the art institute in essential scope of the present utility model The variations, modifications, additions or substitutions made are without departure from objective of the present utility model, and should also belong to right of the present utility model will Seek protection domain.

Claims (7)

1. a kind of high-strength node steel plastic geogrid, it is characterised in that:Longitudinal grid belt (2) including integrated injection forming and Horizontal grid belt (1), longitudinal grid belt (2) includes the longitudinal high tensile steel wire (4) being located inside grid belt and is coated on height High density polyethylene (HDPE) outer layer outside strong steel wire;The horizontal grid belt (1) includes being located at the horizontal high-strength steel inside grid belt Silk (3) and the high density polyethylene (HDPE) outer layer being coated on outside high tensile steel wire;The horizontal grid belt (1) and longitudinal grid belt (2) Bottom surface in the same plane, longitudinal high tensile steel wire (4) and horizontal high tensile steel wire (3) are that upper lower leaf is set, wherein Spacing distance between upper strata and lower floor is more than the diameter of high tensile steel wire;Horizontal grid belt (1) thickness is more than longitudinal grid Band (2).
2. a kind of high-strength node steel plastic geogrid according to claim 1, it is characterised in that:The upper strata is longitudinally high-strength The quantity of steel wire (4) is 4, and the quantity of lower floor's longitudinal direction high tensile steel wire (4) is 4.
3. a kind of high-strength node steel plastic geogrid according to claim 2, it is characterised in that:The upper strata is laterally high-strength The quantity of steel wire (3) is 4, and the quantity of lower floor's transverse direction high tensile steel wire (3) is 4.
4. a kind of high-strength node steel plastic geogrid according to claim 3, it is characterised in that:The upper strata is longitudinally high-strength Steel wire (4) is located between the horizontal high tensile steel wire (3) of the horizontal high tensile steel wire (3) in upper strata and lower floor.
5. a kind of high-strength node steel plastic geogrid according to claim 4, it is characterised in that:The horizontal grid belt (1) it is identical with longitudinal grid belt (2) width.
6. a kind of high-strength node steel plastic geogrid according to claim 5, it is characterised in that:Longitudinal grid belt (2) it is uniformly arranged fluted (5) with horizontal grid belt (1) surface.
7. a kind of high-strength node steel plastic geogrid according to claim 6, it is characterised in that:Groove (5) section It is shaped as triangle.
CN201621465949.XU 2016-12-29 2016-12-29 A kind of high-strength node steel plastic geogrid Active CN206359971U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621465949.XU CN206359971U (en) 2016-12-29 2016-12-29 A kind of high-strength node steel plastic geogrid

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621465949.XU CN206359971U (en) 2016-12-29 2016-12-29 A kind of high-strength node steel plastic geogrid

Publications (1)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108643162A (en) * 2018-05-23 2018-10-12 泰安市中研复合材料科技有限公司 A kind of dipping fibrous composite TGXG band and grid entirely
WO2022096538A1 (en) * 2020-11-03 2022-05-12 Nv Bekaert Sa Soil reinforcement strip and grid

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108643162A (en) * 2018-05-23 2018-10-12 泰安市中研复合材料科技有限公司 A kind of dipping fibrous composite TGXG band and grid entirely
WO2022096538A1 (en) * 2020-11-03 2022-05-12 Nv Bekaert Sa Soil reinforcement strip and grid

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