CN103046563B - Ecological landscape slope system conducive to implementation of artistical wall painting - Google Patents
Ecological landscape slope system conducive to implementation of artistical wall painting Download PDFInfo
- Publication number
- CN103046563B CN103046563B CN201310018868.XA CN201310018868A CN103046563B CN 103046563 B CN103046563 B CN 103046563B CN 201310018868 A CN201310018868 A CN 201310018868A CN 103046563 B CN103046563 B CN 103046563B
- Authority
- CN
- China
- Prior art keywords
- slope
- side slope
- platform
- reinforced concrete
- ecological landscape
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000010422 painting Methods 0.000 title claims abstract description 12
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 29
- 230000002787 reinforcement Effects 0.000 claims abstract description 21
- 229910000831 Steel Inorganic materials 0.000 claims description 19
- 239000010959 steel Substances 0.000 claims description 19
- 238000004873 anchoring Methods 0.000 claims description 15
- 230000009286 beneficial effect Effects 0.000 claims description 9
- 230000003014 reinforcing effect Effects 0.000 claims description 9
- 239000004575 stone Substances 0.000 claims description 9
- 230000000903 blocking effect Effects 0.000 claims description 4
- 239000003973 paint Substances 0.000 claims description 2
- 239000000203 mixture Substances 0.000 claims 2
- 239000004570 mortar (masonry) Substances 0.000 claims 1
- 239000011435 rock Substances 0.000 abstract description 2
- 239000002689 soil Substances 0.000 abstract description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 3
- 241000196324 Embryophyta Species 0.000 description 7
- 238000009412 basement excavation Methods 0.000 description 7
- 239000004567 concrete Substances 0.000 description 6
- 238000010276 construction Methods 0.000 description 5
- 239000004568 cement Substances 0.000 description 4
- 239000011083 cement mortar Substances 0.000 description 4
- 239000011440 grout Substances 0.000 description 3
- 230000010412 perfusion Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000005286 illumination Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000001556 precipitation Methods 0.000 description 2
- 244000025254 Cannabis sativa Species 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 238000005282 brightening Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
Landscapes
- Revetment (AREA)
Abstract
Disclosed is an ecological landscape slope system conducive to implementation of artistical wall painting. A first-level slope is 4 to 10m in height and 1: (0.5 to 0.75) in slope ratio, a fully paved facing wall is used for protection, a second-level slope is 4 to 10m in height and not steeper than the first-level slope, plants are used for protection, a semi-rigid cushion layer is arranged at the top of the first-level slope, a multi-functional reinforced concrete platform is arranged on the semi-rigid cushion layer and composed of a middle platform, an outer side water stopping belt and an inner side anchorage section, the multi-functional reinforced concrete platform extends out of the outer edge of the top of the facing wall by 0.5 to 1m, transverse reinforcement bars in the reinforced concrete platform are arranged at intervals of 0.5 to 1m, the middle platform is 2 to 4m in width, at least 0.3% of double-way longitudinal slopes are arranged on the surface of the middle platform, a point of gradient change is located at a longitudinal middle point, the water stopping belt is over 10cm higher than the middle platform, a longitudinal slope of the upper surface of the water stopping belt is same to that of the middle platform, and two rapid flow grooves which are connected with the reinforced concrete platform are arranged at two ends of the slope. The ecological landscape slope system conducive to implementation of artistical wall painting can be applied and popularized to cutting slopes with stable soil or strong weathering rocks and requirements of ecological slope protection and artistical wall painting landscape slope protection.
Description
Technical field
The present invention relates to side slope field, particularly relate to a kind of ecological landscape slope system conducive being conducive to enforcement artistic wall and painting.
Background technology
A large amount of slope engineerings is there is in highways and urban roads.For stable cut slope, traditional administering method implements plant protection or bricklaying protection after excavation, forms the side slope system that can keep its stable state.Adopt vegetation slope pavement, the requirement of ecological revetment can be met preferably, but be difficult to build artistic view, and inconvenience carries out routine servicing to the plant of side slope eminence; Employing bricklaying is protected, and draw materials conveniently, construction technology is ripe, but seems too stiff, is unfavorable for beautifying the appearance of a street and coordinating environment.Therefore, research one is needed to be conducive to Creating Art view, construction and routine servicing ecological landscape slope system conducive easily.
Summary of the invention
Technical problem to be solved by this invention is the shortcoming overcoming above-mentioned side slope system, provides a kind of rational in infrastructure, constructability and routine servicing, is conducive to the ecological landscape slope system conducive that enforcement artistic wall is painted.
The technical solution adopted in the present invention is: a kind of ecological landscape slope system conducive being beneficial to enforcement artistic wall and painting, is made up of one-level side slope, secondary side slope and accessory system.
The described high 4 ~ 10m of one-level side slope, ratio of slope is 1: 0.5 ~ 1: 0.75, grouts sheet (block) stone facing wall form by the full paving formula on one-level side slope body and surface thereof.
The described high 4 ~ 10m of secondary side slope, the gradient, not suddenly in one-level side slope, is made up of the plant protection layer on secondary side slope body and surface thereof.
Described accessory system is made up of the functional steel reinforced concrete platform on half rigidity fill up layer, half rigidity fill up layer and two chutes.
Described functional steel reinforced concrete platform is positioned at one-level side slope top, blocks water-band and inner side anchoring section forms by middle deck, outside, stretches out full paving formula and grouts sheet (block) stone facing wall top outer rim 0.5 ~ 1m.Be furnished with vertical and horizontal reinforcing bar in functional steel reinforced concrete platform, transverse reinforcement longitudinally every 0.5 ~ 1m configures one, the same ordinary reinforced concrete structure of configuration of longitudinal reinforcement.Bend up the rear arrangement of reinforcement as blocking in water-band outside transverse reinforcement, inner side bends up rear as anchoring section reinforcing bar; Wide 2 ~ the 4m of middle deck, surface is provided with the gradient and is not less than 0.3% two-way longitudinal gradient, and knick point is positioned at the midpoint of platform longitudinal direction; Block water-band and exceed more than middle deck 10cm, upper surface is provided with the two-way longitudinal gradient identical with middle deck; Anchoring section reinforcing bar stretches into more than 1m in secondary side slope toe, and the angle of the reinforcing bar in anchoring section and secondary side slope surface is greater than secondary side slope surface angle, perfusion fine concrete or cement mortar or cement paste in anchoring section.
Two described chutes are the chute of common subgrade drainage, are located at side slope two ends respectively, and the suitable for reading of two chutes is connected with the two ends of aforementioned reinforced concrete earthen platform respectively.
beneficial effect of the present invention
1, provide one to temper toughness with gentleness, the ecological landscape slope system conducive that ecological protection and engineering protection organically combine.Secondary side slope is more slow, is convenient to implement plant protection, and implementing completely to spread formula, to grout the one-level side slope of sheet (block) stone facing wall protection comparatively steep, doubles as the carrier painted for artistic wall and uses, for this stiff engineering protection form adds vigor.Because one-level side slope is comparatively steep, therefore be convenient to the Shi Huiyu sight of wall drawing case.
2, functional steel reinforced concrete platform serves the effect of blocking-up, carrying-off precipitation and secondary side slope surface runoff, can effectively avoid one-level Slope face wall drawing case to be subject to erosion and the pollution of secondary side slope surface runoff.The middle deck surface of functional steel reinforced concrete platform is provided with two-way longitudinal gradient, precipitation is drained rapidly through chute by longitudinal gradient, one-level Slope top outer rim certain length is stretched out in reinforced concrete earthen platform, decrease the impact of illumination on wall drawing case fastness to a certain extent, extension can also be used as the pedestal installing wall drawing pattern illumination brightening facility.Wider functional steel reinforced concrete platform can use as the routine servicing passage of secondary side slope simultaneously.
3, functional steel reinforced concrete platform anchor themselves is in secondary side slope toe, adds the stability of reinforced concrete earthen platform, and the existence of anchoring section also adds slope stability to a certain extent.
The present invention can stablize cut slope and extensively promote the use of having ecological revetment and artistic wall scenic painting to see the soil property of bank protection demand or strong-weathered rock matter, and being specially adapted to slope high is the situation of 8 ~ 20m.
Accompanying drawing explanation
Fig. 1 is the cross-sectional drawing of the embodiment of the present invention.
Fig. 2 is the structural representation of partial enlargement in Fig. 1.
Fig. 3 is the elevation of the embodiment of the present invention.
Detailed description of the invention
Below in conjunction with accompanying drawing, the embodiment of the present invention is described in detail, but the invention is not restricted to this embodiment, because the visual engineering practice such as size, the gradient of each structure changes within the specific limits in the present invention.
Embodiment: in Fig. 1, Fig. 2, Fig. 3, the a kind of of the present embodiment is beneficial to the ecological landscape slope system conducive implemented artistic wall and paint, by one-level side slope body 1, secondary side slope body 2, completely spread that formula grouts sheet (block) stone facing wall 3, plant protection layer 4, half rigidity fill up layer 5, functional steel reinforced concrete platform 6, chute 7 form, be furnished with transverse reinforcement 8 and longitudinal reinforcement 9 in functional steel reinforced concrete platform 6, functional steel reinforced concrete platform 6 by middle deck 10, block water-band 11 and transverse reinforcement anchoring section 12 forms.
This height of one-level side slope 4 ~ 10m, ratio of slope is 1: 0.5 ~ 1: 0.75, and it is domatic is completely spread formula to grout sheet (block) stone facing wall; This height of secondary side slope 4 ~ 10m, the gradient is not suddenly in one-level side slope, and it is domatic is plant protection layer.
Half rigidity fill up layer is positioned at one-level side slope bodies top, and functional steel reinforced concrete platform to be positioned on half rigidity fill up layer and to stretch out full paving formula and grouts sheet (block) stone facing wall top outer rim 0.5 ~ 1m.
Transverse reinforcement in functional steel reinforced concrete platform longitudinally every 0.5 ~ 1m configures one, the same ordinary reinforced concrete structure of configuration of longitudinal reinforcement.Bend up the rear arrangement of reinforcement as blocking in water-band outside transverse reinforcement, inner side bends up rear as anchoring section reinforcing bar.Wide 2 ~ the 4m of middle deck of functional steel reinforced concrete platform, surface is provided with the gradient and is not less than 0.3% two-way longitudinal gradient, and knick point is positioned at the midpoint of platform longitudinal direction.The water-band of blocking of functional steel reinforced concrete platform exceeds more than middle deck 10cm, and upper surface is provided with the two-way longitudinal gradient identical with middle deck.The anchoring section reinforcing bar of functional steel reinforced concrete platform stretches into more than 1m in secondary side slope body toe, and the angle of the reinforcing bar in anchoring section and secondary side slope surface is greater than secondary side slope surface angle, perfusion fine concrete or cement mortar or cement paste in anchoring section.
Chute is the chute of common subgrade drainage, is located at side slope two ends respectively, and the suitable for reading of two chutes is connected (see Fig. 2) with the two ends of functional steel reinforced concrete platform respectively.
The construction method of the present embodiment is:
1, secondary side slope is excavated
Release excavation line by design drawing, excavate secondary side slope from top to bottom with machinery, change hand excavation into close to during one-level Slope top design elevation, repair domatic after excavation.
2, plant protection is implemented to secondary side slope
Secondary side slope is implemented to kind of grass, a turfing, planted the safeguard procedures such as shrub.
3, making half rigidity fill up layer
By designing requirement, one-level Slope top (i.e. platform at the bottom of secondary Slope) is tamped, by design drawing requirement making half rigidity fill up layer and compacting after compacting.
4, anchoring section construction
(1) by geometric shape and the dimensioned transverse reinforcement of design.
(2) hole by designing requirement at secondary side slope toe and transverse reinforcement is installed.
(3) in boring, fine concrete or cement mortar or cement paste is poured into.
5, longitudinal reinforcement is installed
After the fine concrete of perfusion in above-mentioned boring or cement mortar or cement paste reach prescribed strength, adjustment exposes transverse reinforcement position (when needing), by longitudinal reinforcement colligation or be welded on transverse reinforcement.
6, build middle deck and block water-band
Installation end template and side template, build middle deck concrete (simultaneously applying the two-way longitudinal gradient on surface), after health to prescribed strength, install and block water-band template, builds and block water-band concrete (simultaneously applying the two-way longitudinal gradient on surface).
7, chute is built
Middle deck and block after water-band health terminates, carries out chute setting-out by design drawing, builds chute according to the construction method of common subgrade drainage chute.
8, one-level side slope is excavated
Release excavation line by design drawing, with machinery or artificial excavate one-level side slope from top to bottom, close to during one-level side slope bottom design absolute altitude with hand excavation, repair domatic after excavation.
9, build full paving formula by laying bricks or stones and grout sheet (block) stone facing wall.
Claims (5)
1. one kind is beneficial to the ecological landscape slope system conducive implemented artistic wall and paint, by one-level side slope, secondary side slope and accessory system are formed, it is characterized in that, high 4 ~ the 10m of one-level side slope, ratio of slope is 1: 0.5 ~ 1: 0.75, high 4 ~ the 10m of secondary side slope, the gradient is not suddenly in one-level side slope, accessory system is by half rigidity fill up layer, functional steel reinforced concrete platform on half rigidity fill up layer and two chute compositions, described functional steel reinforced concrete platform is positioned at one-level side slope top, by middle deck, water-band and inner side anchoring section composition are blocked in outside, stretch out the full paving formula mortar flag stone facing wall top outer rim 0.5 ~ 1m on one-level side slope surface.
2. a kind of being beneficial to implements the artistic wall ecological landscape slope system conducive of painting as claimed in claim 1, it is characterized in that, in described functional steel reinforced concrete platform, transverse reinforcement longitudinally every 0.5 ~ 1m configures one, bend up the rear arrangement of reinforcement as blocking in water-band outside transverse reinforcement, inner side bends up rear as anchoring section reinforcing bar.
3. a kind of being beneficial to implements the artistic wall ecological landscape slope system conducive of painting as claimed in claim 1, and it is characterized in that, the wide 2 ~ 4m of described middle deck, surface is provided with the gradient and is not less than 0.3% two-way longitudinal gradient, and knick point is positioned at the midpoint of platform longitudinal direction.
4. a kind of being beneficial to implements the artistic wall ecological landscape slope system conducive of painting as claimed in claim 2, and it is characterized in that, described anchoring section reinforcing bar stretches into more than 1m in secondary side slope toe.
5. a kind of being beneficial to implements the artistic wall ecological landscape slope system conducive of painting as claimed in claim 1, and it is characterized in that, two described chutes are located at side slope two ends respectively, and the suitable for reading of two chutes is connected with the two ends of aforementioned reinforced concrete earthen platform respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310018868.XA CN103046563B (en) | 2013-01-18 | 2013-01-18 | Ecological landscape slope system conducive to implementation of artistical wall painting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310018868.XA CN103046563B (en) | 2013-01-18 | 2013-01-18 | Ecological landscape slope system conducive to implementation of artistical wall painting |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103046563A CN103046563A (en) | 2013-04-17 |
| CN103046563B true CN103046563B (en) | 2015-06-10 |
Family
ID=48059401
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310018868.XA Expired - Fee Related CN103046563B (en) | 2013-01-18 | 2013-01-18 | Ecological landscape slope system conducive to implementation of artistical wall painting |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103046563B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103882830B (en) * | 2014-03-25 | 2015-07-01 | 安徽水安建设集团股份有限公司 | Construction method of plain concrete twisted face retaining wall |
| CN105675911A (en) * | 2016-01-20 | 2016-06-15 | 林业城 | Ecological landscape side slope capable of rapid real-time identification |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101144280A (en) * | 2007-11-07 | 2008-03-19 | 中铁二院工程集团有限责任公司 | Efflorescence granite slope green safeguard structure system and construction method thereof |
| CN102071697A (en) * | 2011-02-12 | 2011-05-25 | 河海大学 | Hard reinforced concrete revetment slope biological repairing method |
| KR20110135224A (en) * | 2010-06-10 | 2011-12-16 | (주)대우건설 | Method for installing soil nailing and tunnel prevent hole for tidal plant |
| CN102392454A (en) * | 2011-10-13 | 2012-03-28 | 中钢集团马鞍山矿山研究院有限公司 | Adverse-slope flat-plate treating and ecological restorative measure for refuse dump |
| CN102518136A (en) * | 2011-11-28 | 2012-06-27 | 长沙理工大学 | Flexible reinforced combined protection structure for preventing and treating humidifying damage of soft rock strongly weathered zone |
-
2013
- 2013-01-18 CN CN201310018868.XA patent/CN103046563B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101144280A (en) * | 2007-11-07 | 2008-03-19 | 中铁二院工程集团有限责任公司 | Efflorescence granite slope green safeguard structure system and construction method thereof |
| KR20110135224A (en) * | 2010-06-10 | 2011-12-16 | (주)대우건설 | Method for installing soil nailing and tunnel prevent hole for tidal plant |
| CN102071697A (en) * | 2011-02-12 | 2011-05-25 | 河海大学 | Hard reinforced concrete revetment slope biological repairing method |
| CN102392454A (en) * | 2011-10-13 | 2012-03-28 | 中钢集团马鞍山矿山研究院有限公司 | Adverse-slope flat-plate treating and ecological restorative measure for refuse dump |
| CN102518136A (en) * | 2011-11-28 | 2012-06-27 | 长沙理工大学 | Flexible reinforced combined protection structure for preventing and treating humidifying damage of soft rock strongly weathered zone |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103046563A (en) | 2013-04-17 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105887898B (en) | A kind of method and structure of protection swell-shrink characteristic ground cut slope | |
| CN106638634A (en) | Road rock slope vine ecological protection structure and construction method | |
| CN103195158B (en) | Municipal drainage pipeline slurry balance pipe-jacking construction method | |
| CN203403426U (en) | Supporting structure of expensive earth road cutting side slope | |
| CN203716019U (en) | Widening structure for littoral soft soil foundation river embankment | |
| CN101597888B (en) | Construction method of municipal drainage culvert sinking trough | |
| CN107630436A (en) | A kind of ecological wetland type bank slope structure and its construction method for administering mining collapse area | |
| CN206693140U (en) | A kind of protection slope | |
| CN202000359U (en) | Geocell zoology cutting wall | |
| CN103572777A (en) | Earthwork standard room retaining wall and construction method thereof | |
| CN103334450B (en) | Construction method of pile precast slab retaining wall with drainage ditch | |
| CN204174636U (en) | In-situ deposited prefabricated combined retaining wall structure | |
| CN205502034U (en) | Slope protective structure of step gobi desert cobble plants in arch skeleton | |
| CN103046563B (en) | Ecological landscape slope system conducive to implementation of artistical wall painting | |
| CN104358273B (en) | A kind of construction method of in-situ deposited prefabricated combined retaining wall structure | |
| CN204185870U (en) | A kind of slope green guard system utilizing vetiver | |
| CN106012971A (en) | Vegetation concrete protection slope and construction method thereof | |
| CN104372765A (en) | Frame column type frame bank protection structure for city watercourse and construction method of bank protection structure | |
| CN214497391U (en) | Ecological bank protection in urban area | |
| CN212026135U (en) | Slope protection structure of waterfront footpath | |
| CN204959774U (en) | Ecological brick flexible protection structure of immerseable embankment high slope interlocking formula | |
| CN102852160A (en) | Composite-structured retaining wall for artistic wall painting and construction method thereof | |
| CN208009448U (en) | A kind of mixed bank protection barricade brick of ecology plant | |
| CN207619923U (en) | A kind of ecological wetland type bank slope structure for administering mining collapse area | |
| CN208501613U (en) | Nearby Structure depth riverbed quaywall supporting construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| C53 | Correction of patent for invention or patent application | ||
| CB02 | Change of applicant information |
Address after: 650214 Kunming Institute of urban construction, 2 Xin Pu Road, Kunming economic and Technological Development Zone, Yunnan Applicant after: Zhu Weiwei Address before: 461000 Department of architectural engineering, Xuchang Vocational Technical College, 4336 Xinxing Road, Henan, Xuchang Applicant before: Zhu Weiwei |
|
| SE01 | Entry into force of request for substantive examination | ||
| ASS | Succession or assignment of patent right |
Owner name: KUNMING UNIVERSITY Free format text: FORMER OWNER: ZHU WEIWEI Effective date: 20140126 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20140126 Address after: 650214 Kunming Institute, 2 Xin Pu Road, Jing Tong, Kunming, Yunnan Applicant after: Kunming University Address before: 650214 Kunming Institute of urban construction, 2 Xin Pu Road, Kunming economic and Technological Development Zone, Yunnan Applicant before: Zhu Weiwei |
|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150610 Termination date: 20170118 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |