CN104695454A - Steep slope reinforcement and protection device and paving method thereof - Google Patents
Steep slope reinforcement and protection device and paving method thereof Download PDFInfo
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- CN104695454A CN104695454A CN201510108060.XA CN201510108060A CN104695454A CN 104695454 A CN104695454 A CN 104695454A CN 201510108060 A CN201510108060 A CN 201510108060A CN 104695454 A CN104695454 A CN 104695454A
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- reynolds
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- mats
- slope reinforcement
- steep slope
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Abstract
The invention discloses a steep slope reinforcement and protection device and a paving method of the steep slope reinforcement and protection device. The steep slope reinforcement and protection device comprises reynolds mats orderly paved on a steep slope; adjacent two reynolds mats are fixed to each other, and reynolds mats are fixed on the steep slope through anchor rods; gravels are filled in the reynolds mats, and vegetations are planted on the gravels. Compared with the prior art, the steep slope reinforcement and protection device has the beneficial effects: for the reynolds mats are woven by a machine, every unit lattice is connected tightly, and construction is simple; thus the steep slope reinforcement and protection device can effectively prevent stone collapse and enhance the structural anti-scouring ability; the anchor rods are nailed on the reynolds mats, on the one hand, the anti-scouring and anti-gliding abilities of the reynolds mats can be enhanced, so that the reynolds mats can be applicable to the steep slope reinforcement and protection; on the other hand, the integrity of the steep slope reinforcement and protection can be improved; gravels and vegetations are paved on the reynolds mats in order to absorb water and fix soil, prevent the slope from water erosion, green and improve environments, and the like; the steep slope reinforcement and protection device is simple in construction, short in work time limit, low in cost and maintaining cost, and so on.
Description
Technical field
The invention belongs to gradient slope engineering field, relate to a kind of gradient slope reinforcement protection device and laying method thereof.
Background technology
Along with the growth of population and the exploitation of land resources, gradient slope problem has become one of same earthquake global geological disaster mutually arranged side by side with volcano.In recent years, along with the continuous expansion of Human dried bloodstains scale and the restriction of place engineering geological conditions, because of gradient slope unstability cause cave in, come down, the geological disaster such as mud-rock flow brings huge loss to the life of people and property, the stability problem of gradient slope becomes increasingly conspicuous.
For gradient slope stability problem, existing processing method mainly contains two large classes: one is slope protection, and conventional measure has mortar or tabia etc. to wipe one's face, whitewashes, pneumatically placed concrete, mortar flag stone revetment, shotcrete bank protection, anchor and spray net bank protection etc.Such measures mainly peels off in order to the domatic rock decay of protection excavation gradient slope, broken fall and a small amount of falling rocks fall the phenomenons such as block.Two is retaining structures, and conventional measure has retaining wall, anchored bolt retaining wall, antislide pile etc.The existing protective action of such measures, has again the effect of reinforcing slope body.At present conventional project post-evaluation measure, often too pursue intensity effect, destroy ecological natural, landscape effect is poor, and As time goes on, and concrete surface, mortar flag stone face can weathering, aging, and even damage, the later stage renovates costly.
Said method can solve gradient slope protection question to a certain extent, but also there is the shortcoming of himself and deficiency.There is general shortcoming is: construction is complicated, cost is high, the duration is longer, the limitation in construction, maintenance, and later stage regulation costly.Especially, in gradient slope reinforcement protection, also there is no the reinforcement protection technique of the high performance-price ratio that degree of recognition is higher.
Therefore, need a kind of new technical scheme to solve the problems referred to above.
Summary of the invention
The present invention needs the problems referred to above solved to be for above-mentioned the deficiencies in the prior art, and provides a kind of gradient slope reinforcement protection device and laying method thereof.
For solving the problems of the technologies described above, the technical solution used in the present invention is:
A kind of gradient slope reinforcement protection device, comprise the Reynolds mat be laid in order on gradient slope, two adjacent Reynolds mats interfix, and described Reynolds mat is fixed on gradient slope by anchor pole, fill sandstone in described Reynolds mat, described sandstone is planted vegetation.
Described anchor pole nail is located at the middle part of Reynolds mat.
The gauge of wire that the panel edges end of described Reynolds mat adopts is greater than the middle gauge of wire of panel.
The thickness of the sandstone of filling in described Reynolds mat is less than or equal to the thickness of Reynolds mat.
Described anchor pole hammer into the half that the degree of depth is more than or equal to anchor pole height.
The laying method of described gradient slope reinforcement protection device, comprises the following steps:
Step one: place cleaning, flatten domatic;
Step 2: assembling Reynolds mat, and lay Reynolds mat along the domatic gradient, adjacent two Reynolds mats are interfixed;
Step 3: nail establishes anchor pole in the middle part of each Reynolds mat;
Step 4: sandstone is filled in Reynolds mat, and plant upper vegetation;
Step 5: maintenance is carried out to vegetation.
Compared with prior art, the invention has the beneficial effects as follows: because Reynolds mat of the present invention is that machine is made up, each cell connects closely, and easy construction, effectively prevents stone from collapsing, and increases structure erosion resistibility; On Reynolds mat, anchor pole established by nail, plays antiscour, the anti-slide performance of strengthening Reynolds mat on the one hand, makes it be applicable to gradient slope reinforcement protection, improves the globality of gradient slope protection on the other hand; Reynolds mat covers sandstone, vegetation in kind, serve the solid soil of water suction, prevent slope water erosion, the functions such as greening and environmental protect; The present invention also has that construction is simple, the duration is short, cost is relatively low and the advantage such as maintenance cost is low.
Accompanying drawing explanation
Fig. 1 is the lateral view of gradient slope reinforcement protection device of the present invention and laying method thereof;
Fig. 2 is the structural representation of gradient slope reinforcement protection device of the present invention and laying method thereof.
Wherein, 1, vegetation, 2, anchor pole, 3, Reynolds mat, 4, gradient slope, 5, sandstone.
Detailed description of the invention
In conjunction with the accompanying drawings, the present invention is further detailed explanation.These accompanying drawings are the schematic diagram of simplification, only basic structure of the present invention are described in a schematic way, and therefore it only shows the formation relevant with the present invention.
As shown in Figure 1, a kind of gradient slope reinforcement protection device, comprise the Reynolds mat 3 be laid in order on gradient slope 4, two adjacent Reynolds mats 3 interfix, described Reynolds mat 3 is fixed on gradient slope 4 by anchor pole 2, fill sandstone 5 in described Reynolds mat 3, described sandstone 5 is planted vegetation 1.
Described anchor pole 2 nail is located at the middle part of Reynolds mat 3.
The gauge of wire that the panel edges end of described Reynolds mat 3 adopts is greater than the middle gauge of wire of panel; To strengthen the intensity of Reynolds mat 3 structure.
The thickness of the sandstone 5 of filling in described Reynolds mat 3 is less than or equal to the thickness of Reynolds mat 3.
The degree of depth that hammers into of described anchor pole 2 is more than or equal to anchor pole 2 half highly.
The laying method of described gradient slope 4 reinforcement protection device, comprises the following steps:
Step one: place cleaning, flatten domatic;
Step 2: assembling Reynolds mat 3, and lay Reynolds mat 3 along the domatic gradient, adjacent two Reynolds mats 3 are interfixed;
Step 3: nail establishes anchor pole 2 in the middle part of each Reynolds mat 3;
Step 4: sandstone 5 is filled in Reynolds mat 3, and plant upper vegetation 1;
Step 5: maintenance is carried out to vegetation 1.
Vegetation 1 should select suitable local climate condition, and has the plant of the solid native effect of stronger water suction.
Due to Reynolds mat 3 of the present invention for machine is made up, each cell connects closely, and easy construction, effectively prevents stone from collapsing, and increases structure erosion resistibility; On Reynolds mat 3, anchor pole 2 established by nail, plays antiscour, the anti-slide performance of strengthening Reynolds mat 3 on the one hand, makes it be applicable to gradient slope 4 reinforcement protection, improves the globality that gradient slope 4 protects on the other hand; Reynolds mat 3 covers sandstone 5, vegetation 1 in kind, serve the solid soil of water suction, prevent slope water erosion, the functions such as greening and environmental protect; The present invention also has that construction is simple, the duration is short, cost is relatively low and the advantage such as maintenance cost is low.
With above-mentioned according to desirable embodiment of the present invention for enlightenment, by above-mentioned description, relevant staff in the scope not departing from this invention technological thought, can carry out various change and amendment completely.The technical scope of this invention is not limited to the content on manual, must determine its technical scope according to right.
Claims (6)
1. a gradient slope reinforcement protection device, it is characterized in that: comprise the Reynolds mat be laid in order on gradient slope, two adjacent Reynolds mats interfix, described Reynolds mat is fixed on gradient slope by anchor pole, fill sandstone in described Reynolds mat, described sandstone is planted vegetation.
2. gradient slope reinforcement protection device according to claim 1, is characterized in that: described anchor pole nail is located at the middle part of Reynolds mat.
3. gradient slope reinforcement protection device according to claim 1, is characterized in that: the gauge of wire that the panel edges end of described Reynolds mat adopts is greater than the middle gauge of wire of panel.
4. gradient slope reinforcement protection device according to claim 1, is characterized in that: the thickness of the sandstone of filling in described Reynolds mat is less than or equal to the thickness of Reynolds mat.
5. gradient slope reinforcement protection device according to claim 1, is characterized in that: described anchor pole hammer into the half that the degree of depth is more than or equal to anchor pole height.
6. the laying method of gradient slope reinforcement protection device according to claim 1, is characterized in that: comprise the following steps:
Step one: place cleaning, flatten domatic;
Step 2: assembling Reynolds mat, and lay Reynolds mat along the domatic gradient, adjacent two Reynolds mats are interfixed;
Step 3: nail establishes anchor pole in the middle part of each Reynolds mat;
Step 4: sandstone is filled in Reynolds mat, and plant upper vegetation;
Step 5: maintenance is carried out to vegetation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510108060.XA CN104695454A (en) | 2015-03-12 | 2015-03-12 | Steep slope reinforcement and protection device and paving method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510108060.XA CN104695454A (en) | 2015-03-12 | 2015-03-12 | Steep slope reinforcement and protection device and paving method thereof |
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| Publication Number | Publication Date |
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| CN104695454A true CN104695454A (en) | 2015-06-10 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201510108060.XA Pending CN104695454A (en) | 2015-03-12 | 2015-03-12 | Steep slope reinforcement and protection device and paving method thereof |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105780727A (en) * | 2016-04-14 | 2016-07-20 | 河海大学 | Ecological greening anti-scouring revetment face and construction method thereof |
| CN107489128A (en) * | 2017-07-31 | 2017-12-19 | 安徽诺鑫自动化设备有限公司 | A kind of protector for Hydraulic and Hydro-Power Engineering side slope |
| CN108106957A (en) * | 2018-01-29 | 2018-06-01 | 水利部交通运输部国家能源局南京水利科学研究院 | A kind of Reynolds mat structure erosion-resisting characteristics flume test device and test method |
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| JP2001311155A (en) * | 2000-05-01 | 2001-11-09 | Railway Technical Res Inst | Slope face protection method |
| CN203768179U (en) * | 2014-02-13 | 2014-08-13 | 南京中科水治理股份有限公司 | Internal circulation type river water quality purification system |
| CN203782641U (en) * | 2014-04-09 | 2014-08-20 | 黄河勘测规划设计有限公司 | Cohesionless fine-grained soil water retaining filling body slope protection structure |
| CN204023586U (en) * | 2014-08-11 | 2014-12-17 | 重庆威卡科技有限公司 | A kind of ecological revetment system |
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2015
- 2015-03-12 CN CN201510108060.XA patent/CN104695454A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001311155A (en) * | 2000-05-01 | 2001-11-09 | Railway Technical Res Inst | Slope face protection method |
| CN203768179U (en) * | 2014-02-13 | 2014-08-13 | 南京中科水治理股份有限公司 | Internal circulation type river water quality purification system |
| CN203782641U (en) * | 2014-04-09 | 2014-08-20 | 黄河勘测规划设计有限公司 | Cohesionless fine-grained soil water retaining filling body slope protection structure |
| CN204023586U (en) * | 2014-08-11 | 2014-12-17 | 重庆威卡科技有限公司 | A kind of ecological revetment system |
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| 张波等: "雷诺护垫在东坪水电站中的应用", 《水利水电施工》 * |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105780727A (en) * | 2016-04-14 | 2016-07-20 | 河海大学 | Ecological greening anti-scouring revetment face and construction method thereof |
| CN107489128A (en) * | 2017-07-31 | 2017-12-19 | 安徽诺鑫自动化设备有限公司 | A kind of protector for Hydraulic and Hydro-Power Engineering side slope |
| CN108106957A (en) * | 2018-01-29 | 2018-06-01 | 水利部交通运输部国家能源局南京水利科学研究院 | A kind of Reynolds mat structure erosion-resisting characteristics flume test device and test method |
| CN108106957B (en) * | 2018-01-29 | 2024-01-26 | 水利部交通运输部国家能源局南京水利科学研究院 | Device and method for testing impact resistance water tank of Reynolds protection pad structure |
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Application publication date: 20150610 |