CN205576944U - What utilization buryyed that three -dimensional net realize to consolidate energy dissipation adds muscle structure - Google Patents
What utilization buryyed that three -dimensional net realize to consolidate energy dissipation adds muscle structure Download PDFInfo
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- CN205576944U CN205576944U CN201620339559.1U CN201620339559U CN205576944U CN 205576944 U CN205576944 U CN 205576944U CN 201620339559 U CN201620339559 U CN 201620339559U CN 205576944 U CN205576944 U CN 205576944U
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Abstract
The utility model discloses a what utilization buryyed that three -dimensional net realize to consolidate energy dissipation adds muscle structure, its characterized in that: thin and the anchor is rectangular including flexible between vertical grid, grid, be connected with flexible mesh grid between the grid between the vertical grid, combine together through the canoe, a plurality of facade nets of the vertically and horizontally staggered that flexible mesh grid formed between vertical grid and grid, the anchor is rectangular to be set up in vertical grid bottom surface below. The beneficial effects of the utility model are that: adopt vertical facade network structure, simple structure makes simply, the effect of the reinforced earth body, protection grass seed can be played in earlier stage, consolidate " soil the net the grass " a three -phase body structure, promote structural stability, effectively keep water and soil, along with the natural sedimentation of the soil body and the erosion in the use, will there be the vertical wire side of part to expose the earth's surface and form manger plate facade net, realize having fine practical value to effective energy dissipation of rivers.
Description
Technical field
This utility model relates to a kind of reinforced structure utilizing embedment stereoscopic graticule to realize reinforcing energy dissipating, belongs to ecological reinforced bar net technical field.
Background technology
Modern society increasingly payes attention to keeping in of man and nature, ecological reinforced bar net is also constantly being popularized as the solid soil material of novel grass-planting, gradually replace traditional stone-laying and concrete revetment, be used in highway slope protection, roadbed strengthens, Abutment Reinforcement and the field such as seashore side slope protection, reservoir bottom reinforcing, have cheap, be readily transported and the advantage such as environmental protection.But there is the problem that effect of energy dissipation is not enough, especially when being applied to seashore side slope, when running into relatively strong storm surge, washing away of oblique current produced by wave overflow in Traditional Ecological reinforced bar net, Traditional Ecological reinforced bar net can cause bigger destruction.
Summary of the invention
Technical problem to be solved in the utility model is the defect overcoming prior art, a kind of reinforced structure utilizing embedment stereoscopic graticule to realize reinforcing energy dissipating is provided, mainly solve sea wall downstream slope and wash away, in the face of oblique high-velocity flow, the problem that corrosion resistance is not enough, enhance the ability conserved water and soil；And strengthen grass and net, the connection between net and soil, effectively promote its service life.
In order to solve above-mentioned technical problem, this utility model is to be achieved through the following technical solutions:
A kind of reinforced structure utilizing embedment stereoscopic graticule to realize reinforcing energy dissipating, it is characterized in that: include flexible thin between vertical grid, grid and anchoring strip, connect between described vertical grid and have flexible fine-structure mesh between grid, combined by canoe, crisscross multiple facade grids that between described vertical grid and grid, flexible fine-structure mesh is formed, described anchoring strip is arranged at vertical grid subjacent.
Aforesaid a kind of reinforced structure utilizing embedment stereoscopic graticule to realize reinforcing energy dissipating, it is characterized in that: described vertical grid includes rib, described rib includes transverse ribs and vertical rib, and transverse ribs is mutually connected vertically into a rectangular frame with vertical rib, and the width of rib is 0.5cm.
Aforesaid a kind of reinforced structure utilizing embedment stereoscopic graticule to realize reinforcing energy dissipating, it is characterised in that: described reinforced structure includes upper and lower, and the described bottom entirety embedment soil body, described top is arranged on soil body top layer, and the height on described top is 0.3～0.5cm.
Aforesaid a kind of reinforced structure utilizing embedment stereoscopic graticule to realize reinforcing energy dissipating, it is characterised in that: between described grid, flexible fine-structure mesh and vertical grid are wound around combination is to be wound around the most from dense to sparse.
Aforesaid a kind of reinforced structure utilizing embedment stereoscopic graticule to realize reinforcing energy dissipating, it is characterized in that: described anchoring strip is connected with vertical rib lower end, anchoring strip is arranged on the extended line that vertical rib is downward, described anchoring strip a length of 30～50cm, horizontal direction arranges every 1～2m and once anchors strip.The beneficial effect that this utility model is reached:
(1) this utility model uses vertical facade network structure, simple in construction, manufactures simple.
(2) by this utility model being imbedded the soil body and exposing 0.3～0.5cm, soil mass consolidation, the effect of protection grass seed can be played in early stage；
(3) obtain anchoring strip by rib vertical in the vertical grid of extension and can realize the firm combination of structure self and the soil body, save later stage reinforcing process；
(4) between vertical grid, connection has flexible fine-structure mesh between grid, and in growing process, root system can formed be wound around, and reinforces " soil-net-grass " Trinity structure, lift structure stability, effectively conserves water and soil；
(5) along with the natural subsidence of the soil body and the erosion during using, between the closeer grid of top half, flexible thin net exposes earth's surface, and being formed can the semirigid structure of energy dissipating current；And the latter half fine-structure mesh that is embedded in the soil body is thinner, it is unlikely to destroy soil body overall structure, there is good practical value.
Accompanying drawing explanation
Fig. 1 is floor map of the present utility model.
Fig. 2 is structural representation of the present utility model；
Fig. 3 is that structural representation (non-erosion state) is cutd open in side of the present utility model；
Fig. 4 is that structural representation (normal operating conditions) is cutd open in side of the present utility model.
The implication of reference in figure: 1, vertical grid, 2, flexible fine-structure mesh between grid, 3, anchoring strip.
Detailed description of the invention
Below in conjunction with the accompanying drawings this utility model is further described.Following example are only used for clearly illustrating the technical solution of the utility model, and can not limit protection domain of the present utility model with this.
As shown in Figures 1 to 4, reinforced structure of the present utility model includes that between vertical grid 1, grid, flexible fine-structure mesh 2 and the vertical rib from vertical grid 1 downwardly extend the anchoring strip 3 obtained, the design of anchoring strip 3 can realize the firm combination of structure self and the soil body, saves later stage reinforcing process；Connect between vertical grid 1 and have flexible fine-structure mesh 2 between grid, combined by canoe, vertical crisscross multiple facade grids that between grid 1 and grid, flexible fine-structure mesh 2 is formed, such design, in growing process, root system can formed be wound around, reinforce " soil-net-grass " Trinity structure, lift structure stability, effectively conserve water and soil.
Further, vertical grid 1 uses rib structure, rib to include transverse ribs and vertical rib, and transverse ribs is mutually connected vertically into a rectangular frame with vertical rib, and the width of rib is 0.5cm.
Preferred as one; reinforced structure of the present utility model includes upper and lower; the bottom entirety embedment soil body; top is arranged on soil body top layer; the height on top is 0.3～0.5cm; i.e. expose the grid rib of the vertical grid 1 that height is 0.3～0.5cm, so can play soil mass consolidation, the effect of protection grass seed in early stage.
Because along with the soil body natural subsidence and use during erosion, between grid, flexible fine-structure mesh 2 is wound around combination with vertical grid 1 is to be wound around the most from dense to sparse, between the grid that top half is closeer, the wire side of flexible fine-structure mesh 2 exposes earth's surface, formation can the semirigid structure of energy dissipating current, and the fine-structure mesh of the latter half being embedded in the soil body is thinner, it is unlikely to destroy soil body overall structure, there is good practical value.
Further, vertical grid 1 subjacent is provided with anchoring strip 3, and anchoring strip 3 is connected with vertical rib lower end, and anchoring strip 3 is arranged on the extended line that vertical rib is downward, anchoring strip 3 a length of 30～50cm, horizontal direction arranges once anchoring strip 3 with fixed structure every 1～2m.
Enforcement principle of the present utility model is:
Current are along the direction oblique impact stiffened laminated shells angled with adding muscle net of the present utility model, first cursive script is contacted, utilize cursive script to resist current soil table is washed away, the winding effect of flexible fine-structure mesh 2 and grass roots between grid is utilized to realize reinforcing grass roots, utilize flexible fine-structure mesh 2 and grass roots between the vertical grid 1 in the soil body, grid to realize the reinforcing to the soil body, thus reach the effect to turf integral reinforcing.
In implementation process, along with sedimentation and tentatively corroding, upper part facade of the present utility model exposes soil body surface, forms facade dash net, and current continue to wash away, and by crushing during this dash net, thus reaches the purpose of energy dissipating；Current scour is the most long, corrodes the deepest, and facade net is the highest, and effect of energy dissipation is the most obvious, and the speed continuing to corrode is the least.
The above is only preferred implementation of the present utility model; should be understood that; for those skilled in the art; on the premise of without departing from this utility model know-why; can also make some improvement and deformation, these improve and deformation also should be regarded as protection domain of the present utility model.
Claims (5)
1. one kind utilizes the reinforced structure that embedment stereoscopic graticule realizes reinforcing energy dissipating, it is characterized in that: include flexible thin between vertical grid, grid and anchoring strip, connect between described vertical grid and have flexible fine-structure mesh between grid, combined by canoe, crisscross multiple facade grids that between described vertical grid and grid, flexible fine-structure mesh is formed, described anchoring strip is arranged at vertical grid subjacent.
A kind of reinforced structure utilizing embedment stereoscopic graticule to realize reinforcing energy dissipating the most according to claim 1, it is characterized in that: described vertical grid includes rib, described rib includes transverse ribs and vertical rib, transverse ribs is mutually connected vertically into a rectangular frame with vertical rib, and the width of rib is 0.5cm.
A kind of reinforced structure utilizing embedment stereoscopic graticule to realize reinforcing energy dissipating the most according to claim 1, it is characterized in that: described reinforced structure includes upper and lower, the described bottom entirety embedment soil body, described top is arranged on soil body top layer, and the height on described top is 0.3～0.5cm.
A kind of reinforced structure utilizing embedment stereoscopic graticule to realize reinforcing energy dissipating the most according to claim 1, it is characterised in that: between described grid, flexible fine-structure mesh and vertical grid are wound around combination is to be wound around the most from dense to sparse.
A kind of reinforced structure utilizing embedment stereoscopic graticule to realize reinforcing energy dissipating the most according to claim 2, it is characterized in that: described anchoring strip is connected with vertical rib lower end, anchoring strip is arranged on the extended line that vertical rib is downward, described anchoring strip a length of 30～50cm, horizontal direction arranges every 1～2m and once anchors strip.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620339559.1U CN205576944U (en) | 2016-04-21 | 2016-04-21 | What utilization buryyed that three -dimensional net realize to consolidate energy dissipation adds muscle structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620339559.1U CN205576944U (en) | 2016-04-21 | 2016-04-21 | What utilization buryyed that three -dimensional net realize to consolidate energy dissipation adds muscle structure |
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| Publication Number | Publication Date |
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| CN205576944U true CN205576944U (en) | 2016-09-14 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201620339559.1U Expired - Fee Related CN205576944U (en) | 2016-04-21 | 2016-04-21 | What utilization buryyed that three -dimensional net realize to consolidate energy dissipation adds muscle structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108166451A (en) * | 2018-03-22 | 2018-06-15 | 黄河勘测规划设计有限公司 | Rivers side bank imitates native blanket solid energy dissipating bank protection |
| CN108643201A (en) * | 2018-05-11 | 2018-10-12 | 广东中绿园林集团有限公司 | A kind of steady type slope ecological prosthetic device and restorative procedure |
-
2016
- 2016-04-21 CN CN201620339559.1U patent/CN205576944U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108166451A (en) * | 2018-03-22 | 2018-06-15 | 黄河勘测规划设计有限公司 | Rivers side bank imitates native blanket solid energy dissipating bank protection |
| CN108166451B (en) * | 2018-03-22 | 2023-09-26 | 黄河勘测规划设计研究院有限公司 | Soil-imitating blanket type three-dimensional energy dissipation slope protection for river side bank |
| CN108643201A (en) * | 2018-05-11 | 2018-10-12 | 广东中绿园林集团有限公司 | A kind of steady type slope ecological prosthetic device and restorative procedure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160914 Termination date: 20190421 |