CN203320535U - Rock slope green protection structure - Google Patents
Rock slope green protection structure Download PDFInfo
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- CN203320535U CN203320535U CN2013202847047U CN201320284704U CN203320535U CN 203320535 U CN203320535 U CN 203320535U CN 2013202847047 U CN2013202847047 U CN 2013202847047U CN 201320284704 U CN201320284704 U CN 201320284704U CN 203320535 U CN203320535 U CN 203320535U
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- rock
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- slope
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Abstract
Provided is a rock slope green protection structure. The rock slope green protection structure solves the problem of rock slope green protection effectively, and improves the green protection effect. The rock slope green protection structure comprises anchoring anchor rods (1), concrete boards (2) and planting nutrient soil (3), wherein the anchoring anchor rods (1) are arranged longitudinally in a spaced and rowed mode along a rock slop face (A), the lower portions of the anchoring anchor rods (1) are connected with a rock body in an anchoring mode, the concrete boards (2) are longitudinally arranged on the rock slope face (A) at intervals, one concrete board (2) is fixedly connected with the exposed sections of the corresponding row of anchoring anchor rods (1), and the planting nutriment soil (3) is backfilled between the concrete boards (2) and the rock slope face (A).
Description
Technical field
The utility model relates to the rock side slope Green Protection, particularly ragstone cut slope Green Protection.
Background technology
Rock matter cut slope is one of project very common in the civil workss such as railway, highway, because the excavating cut slope side slope surface is rock, can not on it is domatic, directly carry out Green Protection.Along with improving constantly that the continuous enhancing of China's economic strength and people require environment and view, need to take measures rock slope is carried out to Green Protection, particularly the zone such as in densely populated, tourist attractions.The measure of carrying out at present the Green Protection employing in engineering on rock slope has the sprayed mortar base material to plant the measures such as life, geotechnological gauze pad soil moved in to improve the original grass planting and packed planting for ecologic protection.But every kind of measure has the problem of its existence: as the sprayed mortar base material is planted life, cause the base material water retention property because the concrete substrate thickness sprayed is limited and trophism can not be permanent, plant living plant life generally about 2 years, and this measures engineering cost is higher; Geotechnique's gauze pad soil moved in to improve the original grass planting is not when the engineering initial stage, plant grew, and soil moved in to improve the original easily is washed, and the geonet pad life is very limited in addition, and after lifetime, there is hidden danger in domatic soil moved in to improve the original stability; Packed planting for ecologic protection must take effective measures and guarantee that it is in the domatic life-span and stable, and its construction is comparatively difficult and cost is higher, and steeper its difficulty of slope gradient is larger.Therefore, a kind of economy of active demand, Green Protection are effective, the simple rock side slope green safeguard structure of constructing, and meet the requirement of environmental protection.
The utility model content
Technical problem to be solved in the utility model is to provide a kind of rock side slope green safeguard structure, to efficiently solve rock slope Green Protection problem, improves the Green Protection effect.
It is as follows that the utility model solves the technical scheme that its technical problem adopts:
Rock side slope green safeguard structure of the present utility model is characterized in that it comprises: anchoring rod, along the domatic longitudinal separation of rock slope, be set in row, and its underpart is connected with rock anchorage; Concrete slab, it is domatic upper that longitudinal separation is arranged at rock slope, and each concrete slab is fixedly connected with the exposure section of corresponding anchoring rod in a row; The plantation Nutrition Soil, backfill in concrete slab and rock slope domatic between.
The beneficial effects of the utility model are, backfill plantation Nutrition Soil volume is large, and possesses good water retention, and it is permanent that trophism keeps, but plant living plant long term growth, efficiently solves rock slope Green Protection problem, and Green Protection is effective; Construction is simple, with traditional Green Protection, compares and can save construction costs approximately more than 30%; Meet environmental requirement, there is wide popularizing application prospect.
The accompanying drawing explanation
This manual comprises following six width accompanying drawings:
Fig. 1 is the schematic cross-sectional view of the utility model rock side slope green safeguard structure one embodiment;
Fig. 2 is the schematic cross-sectional view of the utility model rock side slope green safeguard structure one embodiment;
Fig. 3 is the front schematic view of the utility model rock side slope green safeguard structure one embodiment;
Fig. 4 is the front schematic view of the utility model rock side slope green safeguard structure one embodiment;
Fig. 5 is the front schematic view of the utility model rock side slope green safeguard structure one embodiment;
Fig. 6 is the structural representation of concrete slab in the utility model rock side slope green safeguard structure.
Member shown in figure, toponym and corresponding mark: anchoring rod 1, concrete slab 2, plantation Nutrition Soil 3, flower platform 4, steel fabric sheet 5, bank protection framework 6a, skeleton 6b, mark time 7, the domatic A of rock slope, platform B, gutter C
The specific embodiment
Below in conjunction with drawings and Examples, the utility model is further illustrated.
See figures.1.and.2, rock side slope green safeguard structure of the present utility model comprises: anchoring rod 1 arranges along circuit longitudinal separation, and is set in row at interval from top to bottom at the domatic A of rock slope; Concrete slab 2, with domatic anchoring rod in a row 1 exposure part monobloc cast, or adopt prefabricated pattern and with domatic anchoring rod in a row 1 exposure part bind; Plantation Nutrition Soil 3, backfill is between concrete slab 2 and excavation rock slope A; Flower platform 4, be arranged on the rock slope platform; Steel fabric sheet 5 is arranged in concrete slab 2 middle parts; Bank protection framework or skeleton 6 be arranged on rock slope domatic on; Mark time 7, be arranged at the excavation rock slope along circuit longitudinal separation domatic.Backfill plantation Nutrition Soil volume is large, and possesses good water retention, and it is permanent that trophism keeps, but plant living plant long term growth, efficiently solves rock slope Green Protection problem, and Green Protection is effective.Construction is simple, with traditional Green Protection, compares and can save construction costs approximately more than 30%.
With reference to Fig. 3, for ease of construction and regular maintenance, described concrete slab 2 arranges along the grouping of the domatic A of rock slope lateral separation, between two adjacent groups, on the domatic A of rock slope, arranges and marks time 7.See figures.1.and.2, be to strengthen landscape effect, also can between the toe of the domatic A of rock slope and gutter C, platform B be set, along the platform B colored platform 4 that is horizontally arranged at interval, flower platform 4 is interior can plant shrub.
With reference to Fig. 4, for high pond rock side slope, can on the domatic A of rock slope, be fixedly installed bank protection framework 6a, concrete slab 2 longitudinal separations are arranged in the grid of the adjacent beams of bank protection framework 6a, the formation of adjacent longeron.With reference to Fig. 5, or be fixedly installed skeleton 6b on the domatic A of rock slope, concrete slab 2 longitudinal separations are arranged between adjacent two skeleton 6b.
The general desirable 8～10cm of described concrete slab 2 thickness, width is generally 10～20cm, and every 15～20m disconnects or shrinkage joint is set one, and anchoring rod 1 exposure segment length is generally 10～15cm.With reference to Fig. 1, concrete slab 2 can adopt cast in place concrete plate, with the exposure section of corresponding anchoring rod in a row 1, forms anchor connection.With reference to Fig. 2, concrete slab 2 also can adopt precast concrete plank, with the exposure section bind of corresponding anchoring rod in a row 1, connect, when prefabricated with the reserved bind of anchoring rod 1 correspondence position hole, anchoring rod 1 exposure section adopts galvanized anticorrosive to process or be coated with rustproof paint.With reference to Fig. 6, for avoiding concrete slab 2 crackings, can bury steel fabric sheet 5 underground in concrete slab 2, the size of mesh opening of steel fabric sheet 5 should not be greater than 20cm.
Some principles of the above the utility model rock side slope green safeguard structure that just explains through diagrams, be not the utility model to be confined to shown in and in described concrete structure and the scope of application, therefore every corresponding modify likely be utilized and equivalent, all belong to the scope of the claims that the utility model is applied for.
Claims (8)
1. rock side slope green safeguard structure is characterized in that it comprises: anchoring rod (1), along rock slope domatic (A) longitudinal separation, be set in row, and its underpart is connected with rock anchorage; Concrete slab (2), it is upper that longitudinal separation is arranged at rock slope domatic (A), and each concrete slab (2) is fixedly connected with the exposure section of corresponding anchoring rod in a row (1); Plantation Nutrition Soil (3), backfill is between concrete slab (2) and rock slope domatic (A).
2. rock side slope green safeguard structure as claimed in claim 1 is characterized in that: described concrete slab (2) arranges along the grouping of rock slope domatic (A) lateral separation, between two adjacent groups in upper arrange mark time (7) of rock slope domatic (A).
3. rock side slope green safeguard structure as claimed in claim 1, it is characterized in that: be fixedly installed bank protection framework (6a) on described rock slope domatic (A), concrete slab (2) longitudinal separation is arranged in the grid of the adjacent beams of bank protection framework (6a), the formation of adjacent longeron.
4. rock side slope green safeguard structure as claimed in claim 1, it is characterized in that: be fixedly installed skeleton (6b) on described rock slope domatic (A), concrete slab (2) longitudinal separation is arranged between adjacent two skeletons (6b).
5. rock side slope green safeguard structure as claimed in claim 1 is characterized in that: between the toe of described rock slope domatic (A) and gutter (C), platform (B) is set, along platform (B) the colored platform (4) that is horizontally arranged at interval.
6. rock side slope green safeguard structure as claimed in claim 1, is characterized in that: be embedded with steel fabric sheet (5) in described concrete slab (2).
7. rock side slope green safeguard structure as described as claim 1 to 6 any one, it is characterized in that: described concrete slab (2) is cast in place concrete plate, with the exposure section of corresponding anchoring rod in a row (1), forms anchor connection.
8. rock side slope green safeguard structure as described as claim 1 to 6 any one, it is characterized in that: described concrete slab (2) is precast concrete plank, with the exposure section bind of corresponding anchoring rod in a row (1), connects.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013202847047U CN203320535U (en) | 2013-05-23 | 2013-05-23 | Rock slope green protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013202847047U CN203320535U (en) | 2013-05-23 | 2013-05-23 | Rock slope green protection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203320535U true CN203320535U (en) | 2013-12-04 |
Family
ID=49659901
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013202847047U Expired - Fee Related CN203320535U (en) | 2013-05-23 | 2013-05-23 | Rock slope green protection structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN203320535U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103821106A (en) * | 2014-02-17 | 2014-05-28 | 广州市市政工程设计研究院 | Small-scale fishing port and riverway revetment structure |
| CN105178337A (en) * | 2015-08-20 | 2015-12-23 | 三峡大学 | Side slope ecological protection method combining vegetation nursery grooves with hung-net spray-seeding |
| CN108040765A (en) * | 2017-12-08 | 2018-05-18 | 安徽金联地矿科技有限公司 | One kind answers green and construction method based on raw basin formula rock side slope is planted |
| CN108738892A (en) * | 2018-08-10 | 2018-11-06 | 大连久鼎生态流域治理开发有限公司 | Structure and method of tree planting embedded in rocky slope |
| CN109281325A (en) * | 2018-11-01 | 2019-01-29 | 重庆市地质矿产勘查开发局208水文地质工程地质队（重庆市地质灾害防治工程勘查设计院） | Slope inclined insertion plate type green protection system and construction method |
| CN114622518A (en) * | 2022-02-21 | 2022-06-14 | 中国长江三峡集团有限公司 | Hydro-fluctuation belt rock slope ram rock ecological nest and construction method |
-
2013
- 2013-05-23 CN CN2013202847047U patent/CN203320535U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103821106A (en) * | 2014-02-17 | 2014-05-28 | 广州市市政工程设计研究院 | Small-scale fishing port and riverway revetment structure |
| CN103821106B (en) * | 2014-02-17 | 2016-02-17 | 广州市市政工程设计研究总院 | Small-sized fishing port and channel revetment structure |
| CN105178337A (en) * | 2015-08-20 | 2015-12-23 | 三峡大学 | Side slope ecological protection method combining vegetation nursery grooves with hung-net spray-seeding |
| CN108040765A (en) * | 2017-12-08 | 2018-05-18 | 安徽金联地矿科技有限公司 | One kind answers green and construction method based on raw basin formula rock side slope is planted |
| CN108738892A (en) * | 2018-08-10 | 2018-11-06 | 大连久鼎生态流域治理开发有限公司 | Structure and method of tree planting embedded in rocky slope |
| CN109281325A (en) * | 2018-11-01 | 2019-01-29 | 重庆市地质矿产勘查开发局208水文地质工程地质队（重庆市地质灾害防治工程勘查设计院） | Slope inclined insertion plate type green protection system and construction method |
| CN114622518A (en) * | 2022-02-21 | 2022-06-14 | 中国长江三峡集团有限公司 | Hydro-fluctuation belt rock slope ram rock ecological nest and construction method |
| CN114622518B (en) * | 2022-02-21 | 2023-05-09 | 中国长江三峡集团有限公司 | An ecological nest and its construction method of picking slabs and rockfills on rocky slopes in the hydrofluctuation zone |
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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: 20131204 Termination date: 20190523 |