CN203113354U - Slope protection structure - Google Patents
Slope protection structure Download PDFInfo
- Publication number
- CN203113354U CN203113354U CN 201220750570 CN201220750570U CN203113354U CN 203113354 U CN203113354 U CN 203113354U CN 201220750570 CN201220750570 CN 201220750570 CN 201220750570 U CN201220750570 U CN 201220750570U CN 203113354 U CN203113354 U CN 203113354U
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- slope
- domatic
- protection structure
- protection
- utility
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- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model discloses a slope protection structure. An intercepting ditch (4) is arranged at the top of a slope, a planting bag (3) is arranged at the top of the slope and coves the top, a slope surface (2) is anchored through a steel bar wire net, a stone stacked soil-blocking wall (1) is arranged at the bottom of the slope, and a water drainage ditch (5) is arranged at the toe of the slope. By means of the technical scheme, the slope protection structure has the functions of the soil-blocking wall, plants and trees can be planted among stacked stones, and an effect of garden stacked stone landscape is achieved.
Description
Technical field
The utility model belongs to the ecological protection technical field, relates to a kind of side slope protection structure.
Background technology
In engineering constructions such as traffic, water conservancy and urban construction, need excavation slope is taked the preventive works measure secondary disaster that takes place to prevent the side slope unstability.During China's side slope protection is handled at present, the three major types safeguard procedures have been arranged.This three major types is respectively: (1) traditional engineering protection measure, as sash protection, stone-laying protection, front cover protection, mortar flag stone protection etc., be characterized in sloping body good stability, but its quality is hard, tone is single, landscape quality is poor, be unfavorable for environmental protection and ecological recovery, forms permanent landforms wound; (2) vegetative protection measure, as liana bank protection, alien earth sparging technology etc., be characterized in low, the sloping body poor stability of cost, landscape effect better, be beneficial to environmental protection and ecological recovery; (3) engineering measure as spray sowing technology, concrete frame grass planting technology, plant cover concrete greening technique etc., is characterized in sloping body stability better in conjunction with vegetative protection, and landscape quality is good, and ecological environment benefit is good.
The developing direction of following engineering protection must be towards engineering measure and the vegetative protection integrated protection mode development in conjunction with, multiple guard technology combination.
The utility model content
The purpose of this utility model is to overcome the defective that above-mentioned technology exists; a kind of side slope protection structure is provided; according to factors such as the rock matter characteristic of excavating massif, view requirement, gradient situations; comprehensively use several ecological recovery technology such as the domatic planting technique of reinforcing cage frame, liana guard technology, plant biological bag greening technique, plant cover concrete greening technique, crag rubble planting groove greening technique, piling and layout of stones retaining wall greening technique according to slope top, part of domatic, the sloping ends three, make massif after the recovery continue the comprehensive function of performance water and soil conservation, environmental protection, beautification of landscape.
Its concrete technical scheme is:
A kind of side slope protection structure is provided with catchwater on top, the slope of side slope, Po Ding is provided with plant biological bag and bears down on one,
The anchoring of domatic employing reinforced rail silk screen, the end, slope, be provided with the piling and layout of stones retaining wall, is provided with the gutter at toe.
Compared with prior art, the beneficial effects of the utility model are: the domatic of special landscape arranged in the technical solution of the utility model, make and domaticly not only can reach higher rate of vegetation, can also utilize planting groove to plant to bloom shrub and the showy flowers of herbaceous plants etc. to reach higher view degree, the utilization of plant has not only improved view, more strengthen the function of environmental protection, had the effect of achieving many things at one stroke; Common domatic can be domatic plant large-scale shrub and arbor, make whole domatic plant reach tall configuration mode of irritating multi-level, the multiple class of rattan grass combination.The technical solution of the utility model both can play the effect of retaining wall, and the flowers, plants and trees of can planting between piling and layout of stones is again built gardens piling and layout of stones landscape effect.
Description of drawings
Fig. 1 is the schematic diagram of the utility model side slope protection structure;
Fig. 2 recovers ideograph for the side slope that the utility model has special landscape to require.
The specific embodiment
Below in conjunction with the drawings and specific embodiments the technical solution of the utility model is done explanation in further detail.
With reference to Fig. 1, a kind of side slope protection structure is provided with catchwater 4 on top, the slope of side slope, Po Ding is provided with plant biological bag 3 and bears down on one, and domatic 2 adopt the anchorings of reinforced rail silk screen, and the end, slope is provided with piling and layout of stones retaining wall 1, is provided with gutter 5 at toe.
The means of defence of the utility model side slope protection structure may further comprise the steps:
Adopt piling and layout of stones retaining wall 1 stable side slope bottom, piling and layout of stones retaining wall 1 is anchored in piling and layout of stones retaining wall 1 with domatic joining part by reinforcing bar and wire gauze and buries under the soil, the anchoring of domatic 2 employing wire gauze reinforcing bars, and with top, wire gauze covering part slope,, plant biological bag 3 is piled up on it in brick mode behind the earthing of sowing grass seeds by duster the wire gauze anchoring of sloping top with reinforcing bar, build catchwater 4 on the top, slope, to hold back the current on massif top, build gutter 5 at toe.
With reference to Fig. 2, in domatic 2 processing procedures, there is the domatic processing of special landscape to comprise: toe treatment technology, slope surface treatment technology and sloping top treatment technology.It is handled and adopts crag to build rubble planting groove greening technique by laying bricks or stones in conjunction with the liana greening technique, adopt piling and layout of stones retaining wall 1 stable side slope bottom, piling and layout of stones retaining wall 1 is anchored in piling and layout of stones retaining wall 1 with domatic 2 joining parts by reinforcing bar and wire gauze and buries under the soil, 6 anchorings of domatic 2 employing wire gauze reinforcing bars, and with top, wire gauze covering part slope, with reinforcing bar with the wire gauze anchoring of sloping top, sow grass seeds by duster and plant biological bag 3 is piled up on it in brick mode behind the earthing, domatic 2 and the road of toe on plantation shrub 7, build catchwater 4 on the top, slope, to hold back the current on massif top, build gutter 5 at toe.
Common domatic, it is handled and adopts reinforcing cage frame and the domatic planting technique of plant biological bag in conjunction with the plant cover concrete greening technique, use to grow mostly on plant cover concrete greening technique domatic arbor and large-scale shrub, adopt reinforcing cage frame and the domatic planting technique of plant biological bag, slope bottom reason adopts piling and layout of stones retaining wall greening technique, at cliff of displacement face slope angle place with the stone material that comes in every shape with the cement mortar gluing, make it become cement stone-laying body of wall, the body of wall high altitude is 6～10m, and thickness is got 1m according to stone material.
The above; it only is the preferable specific embodiment of the utility model; protection domain of the present utility model is not limited thereto; anyly be familiar with those skilled in the art in the technical scope that the utility model discloses, the simple change of the technical scheme that can obtain apparently or equivalence are replaced and are all fallen in the protection domain of the present utility model.
Claims (1)
1. a side slope protection structure is characterized in that, is provided with catchwater (4), top, slope on top, the slope of side slope and is provided with plant biological bag (3) and bears down on one, and domatic (2) adopt the anchoring of reinforced rail silk screen, and the end, slope is provided with piling and layout of stones retaining wall (1), is provided with gutter (5) at toe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220750570 CN203113354U (en) | 2012-12-21 | 2012-12-21 | Slope protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220750570 CN203113354U (en) | 2012-12-21 | 2012-12-21 | Slope protection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203113354U true CN203113354U (en) | 2013-08-07 |
Family
ID=48893717
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220750570 Expired - Fee Related CN203113354U (en) | 2012-12-21 | 2012-12-21 | Slope protection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203113354U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103122640A (en) * | 2012-12-21 | 2013-05-29 | 陕西红叶园林绿化设计工程集团有限公司 | Slope protective structure and protective method |
| CN105544564A (en) * | 2016-01-14 | 2016-05-04 | 广西大学 | Side slope supporting structure capable of preventing rainstorm scouring |
-
2012
- 2012-12-21 CN CN 201220750570 patent/CN203113354U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103122640A (en) * | 2012-12-21 | 2013-05-29 | 陕西红叶园林绿化设计工程集团有限公司 | Slope protective structure and protective method |
| CN105544564A (en) * | 2016-01-14 | 2016-05-04 | 广西大学 | Side slope supporting structure capable of preventing rainstorm scouring |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130807 Termination date: 20131221 |