CN205530293U - Novel slope surface structure - Google Patents
Novel slope surface structure Download PDFInfo
- Publication number
- CN205530293U CN205530293U CN201620189840.1U CN201620189840U CN205530293U CN 205530293 U CN205530293 U CN 205530293U CN 201620189840 U CN201620189840 U CN 201620189840U CN 205530293 U CN205530293 U CN 205530293U
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- domatic
- slope structure
- novel slope
- fixing
- extenal fixation
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Abstract
The utility model provides a novel slope surface structure, belongs to side slope protection field. Novel slope surface structure includes: the stock is netted and fixes to nutrition stick, external fixation. Fixed stock is including inserting end and stiff end. Inserting the end and stretching into in domatic, the stiff end is kept away from domaticly. Nutrition stick, external fixation net all are connected with the stiff end, the stick of just nourishing be located that the external fixation is netted and domatic between. Utilize this novel slope surface structure can realize the better protection to domatic water and soil, the condition that reduces the loss of water and soil takes place to the effect that still has the afforestation.
Description
Technical field
This utility model side slope protection field, in particular to a kind of novel slope structure.
Background technology
During large-scale earth excavation, usually can relate to the domatic protection formed after earth excavation.At present, the method generally used is: at domatic direct earthing, then plants vegetation on soil, utilizes vegetation to reinforce soil layer.But, plant the domatic erosion easily received with water planting vegetation after soil again, after being rinsed for a long time by rainwater, soil erosion can be caused, and cause the problem of vegetation mortality, thus be further exacerbated by the generation of soil erosion and sand and dust.
Utility model content
The purpose of this utility model is to provide a kind of novel slope structure, to improve domatic protection effect, reduces the generation of soil erosion situation.
This utility model is achieved in that
A kind of novel slope structure includes: nutrition bar, extenal fixation net and fixing anchor bar, fixing anchor bar includes insertion end and fixing end, inserts end and stretches into domatic interior, and fixing end is away from domatic, nutrition bar, extenal fixation net are all connected with fixing end, and nutrition bar extenal fixation net and domatic between.
Preferably, novel slope structure also includes: reinforcing network, and the mesh of reinforcing network is less than the mesh of extenal fixation net, and reinforcing network is covered in domatic, and is connected with fixing end, reinforcing network nutrition bar and domatic between.
Preferably, the domatic spray concrete layer that is provided with, spray concrete layer is provided with anchor pole fixing hole and leads root hole, leads root hole, anchor pole fixing hole and all runs through spray concrete layer, and the insertion end of fixing anchor bar is plugged in anchor pole fixing hole.
Preferably, domatic it is embedded with drain pipe.
Preferably, extenal fixation net is made by zinc-plated iron wire.
Preferably, novel slope structure also includes: plant soil layer, plants soil layer and is covered in extenal fixation net surface.
Preferably, planting the thickness of the layer is 10～20cm.
Preferably, novel slope structure also includes: non-woven fabrics, and non-textile mulch is in planting outside soil layer.
Preferably, novel slope structure also includes: barricade, dams setting in domatic bottom, barricade and domatic between be provided with flume.
Preferably, novel slope structure also includes: guardrail, and guardrail is arranged at domatic top.
The beneficial effect of such scheme:
This utility model provides a kind of novel slope structure being mainly made up of nutrition bar, extenal fixation net and fixing anchor bar.Wherein, nutrition bar is fixed on domatic by fixing anchor bar, thus is divided into several regions by domatic, reduces the risk of domatic wide-spread decline.Placing soil and vegetation in nutrition bar, vegetation can obtain preferable growing environment, thus improve survival rate.Along with the growth of vegetation, the root system of vegetation clenches Soil Slope so that domatic the most solid and firm.Further, outside nutrition bar, also cover steel wire and reinforce with fixing anchor bar, thus the problem that more one step reduces landslide.Steel wire still prevents domatic stone and rolls down to the situation generation of roadbed, so that it is guaranteed that the cleaning of roadbed.In a word, the novel slope structure using this utility model to provide, can be greatly improved domatic protection effect, improve stablizing of Soil Slope, may also operate as preferable afforestation effect simultaneously.
Accompanying drawing explanation
In order to be illustrated more clearly that the technical scheme of this utility model embodiment, the accompanying drawing used required in embodiment will be briefly described below, it is to be understood that, the following drawings illustrate only some embodiment of the present utility model, therefore the restriction to scope it is not construed as, for those of ordinary skill in the art, on the premise of not paying creative work, it is also possible to obtain other relevant accompanying drawings according to these accompanying drawings.
The structural representation of the novel slope structure that Fig. 1 provides for this utility model embodiment 1；
Fig. 2 shows the structural representation of the fixing anchor bar in the novel slope structure that Fig. 1 provides；
The structural representation of the novel slope structure that Fig. 3 provides for this utility model embodiment 2；
The structural representation of the novel slope structure that Fig. 4 provides for this utility model embodiment 3；
The structural representation of the novel slope structure that Fig. 5 provides for this utility model embodiment 4.
Description of reference numerals
Domatic 101；Nutrition bar 102；Extenal fixation net 103；Fixing anchor bar 104；
Insert end 105；Fixing end 106；Flange 107；Fixing hole 108；Reinforcing network 201；
Non-woven fabrics 301；Plant soil layer 302；Barricade 401；Guardrail 402；Ecology bag 403；
Planting soil 404.
Detailed description of the invention
For making the purpose of this utility model embodiment, technical scheme and advantage clearer, below in conjunction with the accompanying drawing in this utility model embodiment, technical scheme in this utility model embodiment is clearly and completely described, obviously, described embodiment is a part of embodiment of this utility model rather than whole embodiments.Generally can with various different configurations arrange and design with the assembly of this utility model embodiment that illustrate described in accompanying drawing herein.Therefore, the detailed description to the embodiment of the present utility model provided in the accompanying drawings is not intended to limit claimed scope of the present utility model below, but is merely representative of selected embodiment of the present utility model.Based on the embodiment in this utility model, the every other embodiment that those of ordinary skill in the art are obtained under not making creative work premise, broadly fall into the scope of this utility model protection.
It should also be noted that similar label and letter represent similar terms in following accompanying drawing, therefore, the most a certain Xiang Yi accompanying drawing is defined, then need not it be defined further and explains in accompanying drawing subsequently.
In description of the present utility model, it should be noted that, term " on ", D score, " interior ", the orientation of the instruction such as " outward " or position relationship be based on orientation shown in the drawings or position relationship, or this utility model product orientation usually put or position relationship when using, it is for only for ease of description this utility model and simplifies description, rather than instruction or the device of hint indication or element must have specific orientation, with specific azimuth configuration and operation, therefore it is not intended that to restriction of the present utility model.
In description of the present utility model, in addition it is also necessary to explanation, unless otherwise clearly defined and limited, term " is arranged ", " connection " should be interpreted broadly, and connects for example, it may be fixing, it is also possible to be to removably connect, or be integrally connected；Can be to be mechanically connected, it is also possible to be electrical connection；Can be to be joined directly together, it is also possible to be indirectly connected to by intermediary, can be the connection of two element internals.For the ordinary skill in the art, above-mentioned term concrete meaning in this utility model can be understood with concrete condition.
Embodiment 1
Refering to Fig. 1, present embodiments provide a kind of novel slope structure 100, including: nutrition bar 102, fixing anchor bar 104 and extenal fixation net 103.
Nutrition bar 102 is made by soft material (such as resin), and its profile is column construction.Load by soil in nutrition bar 102, and plant seed can be mixed with.Plant seed grows in nutrition bar 102, grows, along with plant constantly grows, and the extended nutrient bag of root system of plant, it is attached in domatic soil.
Fixing anchor bar 104 can use steel to be made.Including inserting end 105 and fixing end 106.Wherein, in insertion end 105 inserts domatic 101, fix end 106 away from domatic 101.Extenal fixation net 103 is formed by iron wire braiding.Nutrition bar 102, extenal fixation net 103 are all connected with fixing end 106, and nutrition bar 102 is between extenal fixation net 103 and domatic 101.
For ease of extenal fixation net 103 and nutrition bar 102 are fixed, the fixing end 106 of fixing anchor bar 104 arranges anti-skidding multiple flange 107 away from the side inserting end 105, multiple flanges 107 are arranged at fixing end 106 with the laminated form at interval, and each flange 107 is ringwise, refers to Fig. 2.Further, arranging fixing hole 108 between adjacent two flanges 107, fixing hole 108 extends radially through fixing end 106.Additionally, insert the end 105 tapered structure in side away from fixing end 106, and by fixing end 106 to inserting end 105 direction, the diameter inserting end 105 is gradually reduced.Inserting in the soil layer that end 105 can hammer into domatic 101 more easily of pyramidal structure, and the degree of depth hammered into is bigger, thus be conducive to improving the firmness of fixing anchor bar 104.
Owing to domatic 101 monolithic stabilities are played large effect as main force exerting structure body, its firmness and intensity by fixing anchor bar 104.Therefore, fixing anchor bar 104 can carry out preservative treatment, to improve its service life, thus is that extenal fixation net 103, nutrient bag improve stable impetus.
During construction, first, carry out domatic 101 smooth, remove large-scale foreign material, such as tree root, stone etc..Secondly, fixing anchor bar 104 is hammered into smooth after domatic 101 in, then nutrition bar 102 is bundled in the fixing end 106 of fixing anchor bar 104.Again, extenal fixation net 103 is fixed on outside nutrition bar 102, makes extenal fixation net 103 cover whole domatic 101, and extenal fixation net 103 is connected with the fixing end 106 of fixing anchor bar 104.
It is partially submerged into being connected firmly between the fixing anchor bar 104 of domatic 101 and domatic 101, it is provided that impetus is in order to fixing nutrition bar 102 and extenal fixation net 103.Squeezing action is applied to domatic 101, it is to avoid the stone of bulk or the landing of clod by the fixing extenal fixation net 103 of fixing anchor bar 104.
Nutrition bar 102 is divided into several regions by domatic 101, prevents large stretch of clod, sandstone from sliding.The mudstone of landing is stopped by nutrition bar 102, and its energy slided is consumed significantly, thus is less susceptible to produce the situation on landslide.Moisture can also be accumulated in nutrition bar 102, reduce the rainwater erosion to domatic 101.Additionally, planting plants in nutrition bar 102, the root system of plant constantly grows and stretches into domatic 101, so that the earth of domatic 101 is more firm.
Embodiment 2
Refering to Fig. 3, present embodiments provide a kind of novel slope structure 200, including: nutrition bar 102, fixing anchor bar 104, reinforcing network 201 and extenal fixation net 103.
Fixing anchor bar 104 includes inserting end 105 and fixing end 106, and inserts in end 105 stretches into domatic 101, and fixing end 106 is away from domatic 101.Nutrition bar 102, extenal fixation net 103 are all connected with fixing end 106, and nutrition bar 102 is between extenal fixation net 103 and domatic 101.
Reinforcing network 201, reinforcing network 201 is covered in domatic 101, and is connected with the fixing end 106 of fixing anchor bar 104, and reinforcing network 201 is between nutrition bar 102 and domatic 101.Reinforcing network 201 can use stainless steel silk braiding to form, and extenal fixation net 103 can weave with iron wire or zinc-plated iron wire and form.It is preferred that reinforcing network 201 and extenal fixation net 103 are formed by zinc-plated iron wire braiding.Zinc-plated iron wire has flexible advantage, is more convenient for being layed in and has domatic the 101 of irregular contour.Additionally, zinc-plated iron wire corrosion resistance and good, there is longer service life.
Further, the mesh of reinforcing network 201 is less than the mesh of extenal fixation net 103.Owing to the mesh of reinforcing network 201 is less, and its directly and domatic 101 soil contact, therefore, reinforcing network 201 can the less clod of blockage size, stone etc., such that it is able to play more preferable landslide-proofing effect, it is to avoid the less foreign material of size with rainwater in the situations of domatic 101 flowings.
It is preferred that connected by tinsel between reinforcing network 201 and extenal fixation net 103, thus form the network structure body of solid.Nutrition bar 102 is between reinforcing network 201 and extenal fixation net 103, and forms finer and close earth and sandstone protection system with tinsel.Furthermore it is also possible to stack ecology bag (not drawing in figure) between reinforcing network 201 and extenal fixation net 103.
Ecology bag is to be made by the macromolecular material with preferable environmental stability, and does not results in environmental pollution.Saved soil in ecology bag, plant seed can puddle with soil together with load in ecology bag.Soil in ecology bag will not rainwater and run off, also ensure that the proper flow of rainwater simultaneously, and provide sufficient nutrition for plant, thus reach to improve the purpose of the survival rate of plant.
The material of ecology bag palpus can select polypropylene or polyester fiber etc..The bag mouth of ecology bag uses rope binding to seal, thus can avoid ecology bag during carrying, placement etc., the problem such as what soil and plant spilt.Nutrient soil in ecology bag can utilize the soil of domatic 101 job sites to be made, and is additionally added fertilizer nutrient substance needed for the middle plant of enhancing soil in your soil, promotes plant growing.
The good toughness of ecology bag, has higher plasticity, can basis construction site change shape, in order to lay.Ecology bag could be arranged to cylindrical or cube shaped, selects according to the concrete property of domatic 101.
In order to reduce the landslide of domatic 101 clods further, can be by starching to domatic 101 pneumatically placed concretes, to form spray concrete layer (not drawing in figure) on domatic 101.Spray concrete layer is also prefabricated with anchor pole spacing hole and leads root hole, and leads root hole, anchor pole spacing hole and all run through spray concrete layer.The insertion end 105 of fixing anchor bar 104 is plugged in anchor pole spacing hole, thus realizes the fixing of fixing anchor bar 104.Lead root hole to be available for the root system of plant and stretch into and be attached to domatic 101 soil.
Due to domatic 101 set surface configuration have spray concrete layer, therefore, impact is played in the draining on domatic 101.In view of the situation, drain pipe can be embedded with in domatic 101, by drain pipe, the rainwater in domatic 101 be drained more quickly, prevent domatic soil layer from being soaked for a long time by rainwater and soft, and then prevent landslide.It is preferred that drain pipe is formed by plastic production, it is not susceptible to raindrop erosion, and service life is long.In order to prevent the soil of domatic 101 extruding to drain pipe so that it is deform or damage, water outlet can be built with masonry in domatic 101, then drain pipe is arranged in water channel.
It is preferred that before domatic 101 pneumatically placed concrete slurries, it is also possible to embed drill steel, plastic pipe domatic 101, then lay aluminium alloy net, be then further continued for pneumatically placed concrete slurry.Drill steel and aluminium alloy net as muscle, rib in concrete, can play the effect of the adhesion strength improved between concrete.Plastic pipe then leaves cavity in concrete, using as leading root hole, anchor pole spacing hole uses.
Embodiment 3
Refering to Fig. 4, present embodiments provide a kind of novel slope structure 300, including: nutrition bar 102, fixing anchor bar 104, extenal fixation net 103, non-woven fabrics 301 and plant soil layer 302.
Fixing anchor bar 104 includes inserting end 105 and fixing end 106, and inserts in end 105 stretches into domatic 101, and fixing end 106 is away from domatic 101.Nutrition bar 102, extenal fixation net 103 are all connected with fixing end 106, and nutrition bar 102 is between extenal fixation net 103 and domatic 101.Plant soil layer 302 and be covered in extenal fixation net 103 surface, it is preferred that the thickness planting soil layer 302 is 10～20cm.Plant soil layer 302 and can select the soil of job site, or can also adulterate in soil organic (such as the straw chip of fermentation) nearby, plant the nutrition content in soil layer 302 to improve, it is simple to the growth of plant.
When construction, after the outer earthing of extenal fixation net 103 is formed and plants soil layer 302, sprinkling plant seed on soil layer 302 can planted.After plant seed growth is got up, can make domatic 101 afforestation effect more preferable, different pattern can also be made as required simultaneously, have preferably beautify, economic worth.
After the outer formation of extenal fixation net 103 is planted soil layer 302 and sowed plant seed, non-woven fabrics 301 is covered in and plants outside soil layer 302, and be connected with extenal fixation net 103.Non-woven fabrics 301 has water-fast, hot advantage, can use for a long time, and non-woven fabrics 301 can also the most permeable, permeability.
Before the plant seed planting soil layer 302 does not also grow, can play a protective role at the non-woven fabrics 301 planting soil layer 302 surface configuration.Non-woven fabrics 301 makes the direct erosion planting soil layer 302 from rainwater, prevents plant seed from losing.
Embodiment 4
Refering to Fig. 5, present embodiments provide a kind of novel slope structure 400, including: nutrition bar 102, fixing anchor bar 104, barricade 401, guardrail 402 and extenal fixation net 103.
Fixing anchor bar 104 includes inserting end 105 and fixing end 106, and inserts in end 105 stretches into domatic 101, and fixing end 106 is away from domatic 101.Nutrition bar 102, extenal fixation net 103 are all connected with fixing end 106, and nutrition bar 102 is between extenal fixation net 103 and domatic 101.Barricade 401 is arranged at the bottom of domatic 101, is provided with flume (not drawing in figure) between barricade 401 and domatic 101, and guardrail 402 is arranged at the top of domatic 101.Can be with filling planting soil 404 between domatic 101 and extenal fixation net 103, and plant seed of splashing.
Barricade 401 plays barrier effect as the barrier between domatic 101 and road, stone or clod to tumbling at the bottom of slope, prevents foreign material from tumbling to road surface, to keep the cleaning on road surface.Flume then can will be led away by domatic 101 rainwater flowed down, it is to avoid rainwater accumulates in roadbed.
Barricade 401 is piled up by masonry and is formed.Before construction, whole to carrying out at the bottom of slope, first excavate flume, carry out piling up of masonry the most again.Further, trees can also be planted between barricade 401 and domatic 101, in order to reduce the airborne dust problem around roadbed.
The guardrail 402 on top, slope also can be piled up by stone and form, or can be made up of trees.It is preferred that vacate one piece of region between guardrail 402 and domatic 101, and with ecology bag 403 planting plants, by the solid soil of root system of plant.
The foregoing is only preferred embodiment of the present utility model, be not limited to this utility model, for a person skilled in the art, this utility model can have various modifications and variations.All within spirit of the present utility model and principle, any modification, equivalent substitution and improvement etc. made, within should be included in protection domain of the present utility model.
Claims (10)
1. a novel slope structure, it is characterized in that, including: nutrition bar, extenal fixation net and fixing anchor bar, described fixing anchor bar includes inserting end and fixing end, described insertion end stretches into domatic interior, described fixing end is away from domatic, and described nutrition bar, described extenal fixation net are all connected with described fixing end, and described nutrition bar described extenal fixation net and described domatic between.
Novel slope structure the most according to claim 1, it is characterized in that, described novel slope structure also includes: reinforcing network, the mesh of described reinforcing network is less than the mesh of described extenal fixation net, described reinforcing network is covered in domatic, and be connected with described fixing end, described reinforcing network described nutrition bar and described domatic between.
Novel slope structure the most according to claim 2, it is characterized in that, described domatic being provided with sprays concrete layer, described spray concrete layer is provided with anchor pole fixing hole and leads root hole, described lead root hole, described anchor pole fixing hole all runs through described spray concrete layer, and the described insertion end of described fixing anchor bar is plugged in described anchor pole fixing hole.
Novel slope structure the most according to claim 1, it is characterised in that described domatic be embedded with drain pipe.
5. according to the novel slope structure one of Claims 1-4 Suo Shu, it is characterised in that described extenal fixation net is made by zinc-plated iron wire.
Novel slope structure the most according to claim 1, it is characterised in that described novel slope structure also includes: plant soil layer, described in plant soil layer and be covered in described extenal fixation net surface.
Novel slope structure the most according to claim 6, it is characterised in that described in plant the thickness of the layer be 10～20cm.
8., according to the novel slope structure described in claim 6 or 7, it is characterised in that described novel slope structure also includes: non-woven fabrics, described non-textile mulch is planted outside soil layer in described.
Novel slope structure the most according to claim 1, it is characterised in that described novel slope structure also includes: barricade, described dams setting in described domatic bottom, described barricade and described domatic between be provided with flume.
Novel slope structure the most according to claim 9, it is characterised in that described novel slope structure also includes: guardrail, described guardrail is arranged at described domatic top.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620189840.1U CN205530293U (en) | 2016-03-11 | 2016-03-11 | Novel slope surface structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620189840.1U CN205530293U (en) | 2016-03-11 | 2016-03-11 | Novel slope surface structure |
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| Publication Number | Publication Date |
|---|---|
| CN205530293U true CN205530293U (en) | 2016-08-31 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620189840.1U Expired - Fee Related CN205530293U (en) | 2016-03-11 | 2016-03-11 | Novel slope surface structure |
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| CN (1) | CN205530293U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107630457A (en) * | 2017-10-23 | 2018-01-26 | 佛山科学技术学院 | One kind builds municipal civil engineering side slope reinforcing apparatus |
| CN109220334A (en) * | 2018-10-24 | 2019-01-18 | 美丽国土（北京）生态环境工程技术研究院有限公司 | Photovoltaic sand control device |
-
2016
- 2016-03-11 CN CN201620189840.1U patent/CN205530293U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107630457A (en) * | 2017-10-23 | 2018-01-26 | 佛山科学技术学院 | One kind builds municipal civil engineering side slope reinforcing apparatus |
| CN109220334A (en) * | 2018-10-24 | 2019-01-18 | 美丽国土（北京）生态环境工程技术研究院有限公司 | Photovoltaic sand control device |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170531 Address after: 551700 Guizhou Province, Bijie city seven district Bi Yang Street office Bi Yang international city 23 floor of building 16 room 2 Patentee after: Guizhou Dan Hai Construction Engineering Co., Ltd. Address before: 2 office building, 561113 floor, government affairs service hall, GUI an New District, Guiyang, Guizhou Patentee before: GUIZHOU SOUTHWEST ECOLOGICAL AGRICULTURE DEVELOPMENT CO., LTD. |
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| TR01 | Transfer of patent right |
Effective date of registration: 20180619 Address after: 401121 Chongqing Mount Huangshan 2 Avenue B 7 Patentee after: Chongqing Dan Hai ecological environment Limited by Share Ltd Address before: 551700 Bijie, Guizhou, seven star Guan District, Bi Yang Street office Bi Yang international city 23 building 16, 2 room. Patentee before: Guizhou Dan Hai Construction Engineering Co., Ltd. |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160831 Termination date: 20190311 |
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| CF01 | Termination of patent right due to non-payment of annual fee |