CN107761748A - A kind of high-speed railway rock matter cut slope green safeguard structure - Google Patents
A kind of high-speed railway rock matter cut slope green safeguard structure Download PDFInfo
- Publication number
- CN107761748A CN107761748A CN201711239801.3A CN201711239801A CN107761748A CN 107761748 A CN107761748 A CN 107761748A CN 201711239801 A CN201711239801 A CN 201711239801A CN 107761748 A CN107761748 A CN 107761748A
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- Prior art keywords
- slope
- green
- side slope
- speed railway
- safeguard structure
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/202—Securing of slopes or inclines with flexible securing means
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G9/00—Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
- A01G9/02—Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental Sciences (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The invention discloses a kind of high-speed railway rock matter cut slope green safeguard structure.It includes side slope slopes and the plain stage of slope positioned at side slope slopes bottom, the side slope slope surface is provided with back-up coat and green cover net, the anchor structure that the green cover Netcom is crossed in insertion Slope body is fixed on reinforcing layer surface, the plain stage of slope is provided with the first Kan Tai, space between first Kan Tai and side slope slopes forms planting groove, is planted in the planting groove and sets shrub plant and climbing class plant.The present invention plants in the bottom of slope of rock side slope and sets plant, in slope surface, the green cover net for plant climbing is set, it need not be planted in side slope and set plant, it is simple in construction, it is easy for construction, the influence to vegetation growth when side slope is harder compared with steep and soil property is can effectively solve the problem that, reaches preferable Green Protection landscape effect.
Description
Technical field
The invention belongs to Geotechnical Engineering field, and in particular to a kind of high-speed railway rock matter cut slope Green Protection knot
Structure.
Background technology
With the development of high-speed railway, increasing railway requires that design considers the landscape effect of Green Protection.For
Rock matter cut slope, currently used Green Protection measure be slope surface set base material plant, this safeguard procedures it is hard
In matter rock cut slope Green Protection, the root system of plant is located immediately at side slope scope, when side slope is steeper, may influence to plant
By growth steady in a long-term；Simultaneously as rock matter cut slope slopes soil property is harder, is planted in slope surface and set plant, be unfavorable for
Plant growth.
The content of the invention
The purpose of the present invention is exactly insufficient existing for above-mentioned background technology in order to solve, there is provided one kind is simple in construction, can reach
To the high-speed railway rock matter cut slope green safeguard structure of preferable landscape effect.
The technical solution adopted by the present invention is：A kind of high-speed railway rock matter cut slope green safeguard structure, including side slope
Slopes and the plain stage of slope positioned at side slope slopes bottom, the side slope slope surface is provided with back-up coat and green cover net, described
The anchor structure that green cover Netcom is crossed in insertion Slope body is fixed on reinforcing layer surface, and the plain stage of slope is provided with first
Kan Tai, the space between the first Kan Tai and side slope slopes form planting groove, are planted in the planting groove and set shrub plant and climbing
Class plant.
Further, the side slope slopes ratio of slope is 1:1-1:1.25.
Further, it is provided with the second Kan Tai on the plain stage of slope on the outside of the first bank platform, first Kan Tai and the
Gutter is formed between two bank platforms.
Further, the plantation trench bottom is longitudinally spaced provided with the osculum for leading to gutter along circuit.
Further, the back-up coat is to spray in the cement mortar of side slope slope surface, and back-up coat thickness is 0.08-
0.10m。
Further, the green cover net is formed by polylith small size plane net overlap joint, taking between adjacent flat veil
It is 5-10cm to connect width, and lap position is firm by bundling equipment colligation.
Further, the anchor structure includes anchor pole and expansion bolt, anchor pole and expansion bolt the uniform intervals cloth
Put.
Further, the reinforcing layer surface is staggeredly equipped with spilled water hole up and down.
The present invention is planted in the bottom of slope of rock side slope and sets plant, and the green cover net for plant climbing is set in slope surface,
It need not be planted in side slope and set plant, it is simple in construction, it is easy for construction, it can effectively solve the problem that side slope when harder compared with steep and soil property to planting
The influence grown, reach preferable Green Protection landscape effect.
Brief description of the drawings
Fig. 1 is the structural representation of the present invention.
Fig. 2 is the tiling schematic diagram of the green cover net of the present invention.
Fig. 3 is the colligation schematic diagram of the green cover net of the present invention.
In figure：1- side slope slopes；2- plain stage of slopes；3- back-up coats；4- green cover nets；The Kan Tai of 5- first；6- planting grooves；
The Kan Tai of 7- second；8- gutters；9- osculums；10- anchor poles；11- expansion bolts；12- spilled water holes；13- shrub plants；14-
Climb class plant；The sagging plants of 15-.
Embodiment
The present invention is described in further detail with specific embodiment below in conjunction with the accompanying drawings, is easy to that this hair is well understood
It is bright, but they do not form to the present invention and limited.
As Figure 1-3, the present invention includes side slope slopes 1 and the plain stage of slope 2 positioned at the bottom of side slope slopes 1, Slope
The ratio of slope of body 1 is 1:1-1:1.25.The surface of side slope slopes 1 is provided with back-up coat 3 and green cover net 4, the green cover net 4
The surface of back-up coat 3 is fixed on by inserting the anchor structure in Slope body, the plain stage of slope 2 is provided with the first bank platform 5, the
Space between one bank platform 5 and side slope slopes 1 forms planting groove 6, is planted in the planting groove 6 and sets shrub plant 13 and climbing class
Plant 14.
In such scheme, the second bank platform 7 is provided with positioned at the outside of the first bank platform 5 on plain stage of slope 2, the first bank platform 5 and
Gutter 8 is formed between second bank platform 7, the bottom of planting groove 6 is longitudinally spaced provided with the osculum 9 for leading to gutter along circuit.
In such scheme, for back-up coat 3 to spray in the cement mortar on the surface of side slope slopes 1, the thickness of back-up coat 3 is 0.08-
0.10m.The surface of back-up coat 3 is staggeredly equipped with spilled water hole 12 up and down.
In such scheme, green cover net 4 is overlapped by polylith small size plane net 4.1 and formed, between adjacent flat veil
Lap width is 5-10cm, and lap position is firm by bundling the colligation of equipment 4.2.
In such scheme, anchor structure includes anchor pole 10 and expansion bolt 11, and the anchor pole 10 and expansion bolt 11 are uniform
Arranged for interval.
The construction procedure of the application includes：
When the 1st, constructing, it should first clear up, be smooth domatic, then carrying out planning setting-out, anchor pole and expansion bolt drilling.
2nd, domatic spray M10 cement mortar forms back-up coat 3,0.08~0.10m of thickness.It is injected from and lower leaf progress, and
Watering maintenance in time.Per spacing 2-4m, be staggered (PVC Φ 50) spilled water hole 12 up and down.
3rd, linked network is constructed：1., unreel：Green cover net 4 is laid from top to down, while in top of the slope and bottom of slope indwelling 50cm
Net above.2., connection：The overlap joint 5-10cm of the adjacent plane net of volume two, junction are fastened with binding equipment (such as nylon clasp)；
Plane net is close to domatic.
The 4th, anchor pole, linked network, installation expansion bolt are installed, finally maintenance is until meet to require.Long anchor pole is square (2 × 2m)
Arrangement, expansion bolt square (1 × 1m) arrangement.
5th, in the planting groove that repairing is built up, the planting soil of moistening is backfilled, soil requires that crumb structure is good, no stone and miscellaneous
Thing.Per linear meter(lin.m.), interior plantation earthen backfill amount is not less than 1.25m3 to backfill earth volume.Plant groove and 50PVC osculums, spacing 5m/ groups are set.
6th, plantation climbing class plant and shrub.Climb class plant 13 and transplant spacing 15cm/ strains, the plant spacing of sagging plant 15
25cm/ strains, shrub plant 14 transplant spacing 1.0~1.5m/ strains.
7th, colligation or traction should be carried out according to the growth needs of plant after planting.
The content not being described in detail in this specification belongs to prior art known to professional and technical personnel in the field.
Claims (8)
1. a kind of high-speed railway rock matter cut slope green safeguard structure, including side slope slopes (1) and positioned at side slope slopes bottom
Plain stage of slope (2), it is characterised in that：Side slope slopes (1) surface is provided with back-up coat (3) and green cover net (4), described
Green cover net (4) is fixed on back-up coat (3) surface, the plain stage of slope (2) by inserting the anchor structure in Slope body
The first Kan Tai (5) is provided with, the space between the first Kan Tai (5) and side slope slopes (1) forms planting groove (6), the planting groove
(6) planted in and set shrub plant (13) and climbing class plant (14).
2. high-speed railway rock matter cut slope green safeguard structure according to claim 1, it is characterised in that：The side slope
Slopes (1) ratio of slope is 1:1-1:1.25.
3. high-speed railway rock matter cut slope green safeguard structure according to claim 1, it is characterised in that：The side slope
The second Kan Tai (7) is provided with the outside of the first Kan Tai (5) on platform (2), between first Kan Tai (5) and the second Kan Tai (7)
Formed gutter (8).
4. high-speed railway rock matter cut slope green safeguard structure according to claim 3, it is characterised in that：The plantation
Groove (6) bottom is longitudinally spaced provided with the osculum (9) for leading to gutter along circuit.
5. high-speed railway rock matter cut slope green safeguard structure according to claim 1, it is characterised in that：The reinforcing
For layer (3) to spray in the cement mortar of side slope slope surface, back-up coat thickness is 0.08-0.10m.
6. high-speed railway rock matter cut slope green safeguard structure according to claim 1, it is characterised in that：The green
Cover net (4) is formed by polylith small size plane net (4.1) overlap joint, and the lap width between adjacent flat veil (4.1) is 5-
10cm, lap position are firm by bundling equipment (4.2) colligation.
7. high-speed railway rock matter cut slope green safeguard structure according to claim 1, it is characterised in that：The anchoring
Structure includes anchor pole (10) and expansion bolt (11), the anchor pole (10) and expansion bolt (11) uniform intervals arrangement.
8. high-speed railway rock matter cut slope green safeguard structure according to claim 1, it is characterised in that：The reinforcing
Layer (3) surface is staggeredly equipped with spilled water hole (12) up and down.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711239801.3A CN107761748A (en) | 2017-11-30 | 2017-11-30 | A kind of high-speed railway rock matter cut slope green safeguard structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711239801.3A CN107761748A (en) | 2017-11-30 | 2017-11-30 | A kind of high-speed railway rock matter cut slope green safeguard structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107761748A true CN107761748A (en) | 2018-03-06 |
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ID=61275661
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711239801.3A Pending CN107761748A (en) | 2017-11-30 | 2017-11-30 | A kind of high-speed railway rock matter cut slope green safeguard structure |
Country Status (1)
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| CN (1) | CN107761748A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109487776A (en) * | 2018-11-05 | 2019-03-19 | 厦门海石生态环境股份有限公司 | A kind of restoration of the ecosystem structure for mining area and the restorative procedure for reducing soil erosion |
| CN111034494A (en) * | 2020-01-03 | 2020-04-21 | 上海勘测设计研究院有限公司 | Inverted V-shaped plant planting groove and using method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101818499A (en) * | 2010-03-05 | 2010-09-01 | 深圳市如茵生态环境建设有限公司 | Revegetation system on steep rocky slopes and implementing method thereof |
| CN201686996U (en) * | 2010-08-20 | 2010-12-29 | 宜昌大地园林工程有限公司 | Quick rattan screen for rapid ecological restoration of rock slope |
| CN203387969U (en) * | 2013-07-30 | 2014-01-15 | 武汉沃田生态科技有限公司 | Device for quickly afforesting rock slopes |
| CN203701110U (en) * | 2014-01-10 | 2014-07-09 | 杭州长虹路桥工程有限公司 | Soil engineering top face net slope greening protection device |
| CN204112347U (en) * | 2014-10-10 | 2015-01-21 | 陈洪凯 | Rock side slope self filling type grass planting device |
| CN105075551A (en) * | 2014-05-07 | 2015-11-25 | 黄弘 | Method for afforesting terrace planting tank type side slope |
| CN207553123U (en) * | 2017-11-30 | 2018-06-29 | 中铁第四勘察设计院集团有限公司 | A kind of high-speed railway rock matter cut slope green safeguard structure |
-
2017
- 2017-11-30 CN CN201711239801.3A patent/CN107761748A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101818499A (en) * | 2010-03-05 | 2010-09-01 | 深圳市如茵生态环境建设有限公司 | Revegetation system on steep rocky slopes and implementing method thereof |
| CN201686996U (en) * | 2010-08-20 | 2010-12-29 | 宜昌大地园林工程有限公司 | Quick rattan screen for rapid ecological restoration of rock slope |
| CN203387969U (en) * | 2013-07-30 | 2014-01-15 | 武汉沃田生态科技有限公司 | Device for quickly afforesting rock slopes |
| CN203701110U (en) * | 2014-01-10 | 2014-07-09 | 杭州长虹路桥工程有限公司 | Soil engineering top face net slope greening protection device |
| CN105075551A (en) * | 2014-05-07 | 2015-11-25 | 黄弘 | Method for afforesting terrace planting tank type side slope |
| CN204112347U (en) * | 2014-10-10 | 2015-01-21 | 陈洪凯 | Rock side slope self filling type grass planting device |
| CN207553123U (en) * | 2017-11-30 | 2018-06-29 | 中铁第四勘察设计院集团有限公司 | A kind of high-speed railway rock matter cut slope green safeguard structure |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109487776A (en) * | 2018-11-05 | 2019-03-19 | 厦门海石生态环境股份有限公司 | A kind of restoration of the ecosystem structure for mining area and the restorative procedure for reducing soil erosion |
| CN111034494A (en) * | 2020-01-03 | 2020-04-21 | 上海勘测设计研究院有限公司 | Inverted V-shaped plant planting groove and using method thereof |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180306 |
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| RJ01 | Rejection of invention patent application after publication |