CN104164884B - A kind of combined system bank protection dyke strengthening method - Google Patents
A kind of combined system bank protection dyke strengthening method Download PDFInfo
- Publication number
- CN104164884B CN104164884B CN201410423359.XA CN201410423359A CN104164884B CN 104164884 B CN104164884 B CN 104164884B CN 201410423359 A CN201410423359 A CN 201410423359A CN 104164884 B CN104164884 B CN 104164884B
- Authority
- CN
- China
- Prior art keywords
- pile
- tire
- mini
- embankment
- mini pile
- 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
Landscapes
- Revetment (AREA)
Abstract
A kind of combined system bank protection dyke strengthening method, comprises the steps: (1) to be squeezed in side slope or embankment by the mini pile of different length；(2), using whole tire as the pile cover of mini pile, it is fixed in side slope or in embankment；(3) in the soil layer of tire intermediate gaps, plant vegetation.Its advantage is: junked tire low for cost and miniature pile group and green vegetation are combined, its simple in construction, low cost, can effectively strengthen the scour resistance of slope stability and vegetation, solve Slope Sliding and soil erosion problem, preventing and treating bunding avalanche is burst, and can reach the effect that greening is domatic simultaneously.
Description
Technical field
The invention belongs to side slope embankment protection technical field, a kind of mini pile utilizing waste tire of automobile and different length and vegetation co-operating bank protection dyke strengthening method.
Background technology
The infrastructure constructions such as highway, railway, water conservancy, define the most exposed the most domatic, and these bare side slopings or embankment have not only broken up original vegetation, easily cause soil erosion, and heavy damage ecoscape.The most conventional bank protection dyke strengthening technology has two kinds: one is engineering protection, protect including mortar flag stone, the protection of the various ways such as reinforced concrete skeleton frame protection, domatic spray anchor, can preferably ensure domatic stability, but quantities is big, take a lot of work time-consuming, the most not environmentally, the most unsightly, and destroy ecology；Another kind is biological protection, is based on slope vegetation protection, and this method is simple and low cost, but the degree of depth reinforced is inadequate.Both approaches is difficult to take into account at the aspect such as construction costs and protection effect, has certain limitation.
Along with auto industry is in the fast development in the whole world, the application of automobile is more extensive, consequently also creates substantial amounts of junked tire, if can not recycle, will result in the waste of resource.
Summary of the invention
The present invention is directed to the defect of prior art, it is proposed that one both can fully ensure that slope stability, again the combined system bank protection dyke strengthening method of relative energy-saving environmental protection.
A kind of combined system bank protection dyke strengthening method, comprises the steps:
1, the mini pile of different length is squeezed in side slope or embankment；
2, using whole tire as the pile cover of mini pile, it is fixed in side slope or in embankment；
3, in the soil layer of tire intermediate gaps, vegetation is planted.
Three mini piles are one group, and mini pile top interconnects with three linking beams and is fixed on a tire, make tire, vegetation, mini pile become an entirety with side slope or embankment.
Described tire is embedded in the soil body that often group mini pile top is corresponding, and mini pile passes rubber bottom tire but is not passed through top rubber, and tire summit is concordant with side slope or embankment upper surface.
Described mini pile is minor diameter precast reinforced concrete piles or steel-pipe pile or steel tube concrete pile.
Fix with concreting between described mini pile and linking beam.
The length of same group of mini pile is identical, and the length of different group mini piles is computed using different length according to diverse location in slope body or embankment.
The advantage of combined system bank protection dyke strengthening method of the present invention is: junked tire low for cost and miniature pile group and green vegetation are combined, its simple in construction, low cost, can effectively strengthen the scour resistance of slope stability and vegetation, solve Slope Sliding and soil erosion problem, preventing and treating bunding avalanche is burst, and can reach the effect that greening is domatic simultaneously.
Accompanying drawing explanation
Fig. 1 is the schematic top plan view of the embodiment of the present invention.
Fig. 2 is that the 1-1 of Fig. 1 is to profile.
Fig. 3 is the structural representation of single assembled unit.
In figure, 1 is junked tire, 2 is mini pile, 3 is vegetation, 4 is linking beam, 5 is side slope or embankment, 6 is tire intermediate gaps.
Detailed description of the invention
Below in conjunction with the accompanying drawings, the present invention is further described.As Figure 1-3, a kind of combined system bank protection dyke strengthening method, comprise the steps:
1, mini pile is squeezed in side slope or embankment；
2, using whole tire as the pile cover of mini pile, it is fixed in side slope or in embankment；
3, in the soil layer of tire intermediate gaps, vegetation is planted.
Three mini piles are one group, and mini pile top interconnects fixing with three linking beams, make tire, vegetation, mini pile become an entirety with side slope or embankment.
Described tire is embedded in the soil body that often group mini pile top is corresponding, and mini pile passes rubber bottom tire but is not passed through top rubber, and tire summit is concordant with side slope or embankment upper surface.
Described mini pile is necessary for minor diameter precast reinforced concrete piles or steel-pipe pile or steel tube concrete pile.
Fix with concreting between described mini pile and linking beam.
The length of the mini pile that the various location of side slope or embankment is arranged is different.
The present invention is achieved in that in the soil body that 3 mini piles 2 first squeeze into side slope or embankment 5, the length of mini pile, stake are all relevant with soil mass property with domatic angle, ordinary circumstance is longer than bottom and bottom of the stake of slope body or embankment mid portion, and its concrete length needs to determine through calculating according to the shape of potential landslide surface.Whole tire 1 is embedded in 3 soil bodys corresponding to mini pile 2 top, and makes mini pile 2 through rubber bottom tire 1 but be not passed through top rubber.In order to ensure that whole tire 1 has enough stability with mini pile 2 in the soil body, 3 linking beams 4 are overlapped on 3 mini piles 2, fix with concreting between mini pile 2 and linking beam 4.Now, whole tire is fixed in the soil body as mini pile pile cover, and when preventing from raining cats and dogs, tire is washed away, takes into account holding side slope or embankment water and soil simultaneously.Domatic the most attractive in appearance in order to ensure, it is necessary to make whole tire 1 top concordant with domatic.3 kinds of vegetation is planted at the intermediate gaps 6 of whole tire 1, and under the protection of whole tire 1, vegetation will not be run off due to a large amount of rainfalls, and its rhizome penetrates native country and makes permanent side slope, has the most both beautified side slope, can realize again double protection.Additionally, whole tire has water-retention performance, even if at arid season, vegetation can also absorb enough moisture and grow up strong and sturdy.
As it is shown on figure 3,3 mini piles pass rubber bottom whole tire, fixed by 3 linking beams.
The present invention uses energy-conserving and environment-protective material to make, and can use, can not only afforest and beautify ecology, and can improve air index on any side slope bunding, absorbs heat and noise.
Above content is to combine concrete preferred implementation further description made for the present invention, it is impossible to assert the present invention be embodied as be confined to these explanations.For general technical staff of the technical field of the invention, without departing from the inventive concept of the premise, it is also possible to make some simple deduction or replace, all should be considered as belonging to protection scope of the present invention.
Claims (4)
1. a combined system bank protection dyke strengthening method, it is characterised in that comprise the steps:
(1) the mini pile of different length is squeezed in side slope or embankment；Three mini piles are one group, and mini pile top interconnects with three linking beams and is fixed on a tire, make tire, vegetation, mini pile become an entirety with side slope or embankment；The length of same group of mini pile is identical, and the length of different group mini piles determines through calculating according to the shape of potential landslide surface；
(2), using whole tire as the pile cover of mini pile, it is fixed in side slope or in embankment；
(3) in the soil layer of tire intermediate gaps, plant vegetation.
2. combined system bank protection dyke strengthening method as claimed in claim 1, it is characterized in that: described tire is embedded in the soil body that often group mini pile top is corresponding, mini pile passes rubber bottom tire but is not passed through top rubber, and tire summit is concordant with side slope or embankment upper surface.
3. combined system bank protection dyke strengthening method as claimed in claim 1, it is characterised in that: described mini pile is minor diameter precast reinforced concrete piles or steel-pipe pile or steel tube concrete pile.
4. combined system bank protection dyke strengthening method as claimed in claim 1, it is characterised in that: fix with concreting between described mini pile and linking beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410423359.XA CN104164884B (en) | 2014-08-26 | 2014-08-26 | A kind of combined system bank protection dyke strengthening method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410423359.XA CN104164884B (en) | 2014-08-26 | 2014-08-26 | A kind of combined system bank protection dyke strengthening method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104164884A CN104164884A (en) | 2014-11-26 |
| CN104164884B true CN104164884B (en) | 2016-09-28 |
Family
ID=51908857
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410423359.XA Expired - Fee Related CN104164884B (en) | 2014-08-26 | 2014-08-26 | A kind of combined system bank protection dyke strengthening method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104164884B (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104904364B (en) * | 2015-05-25 | 2017-08-11 | 浙江大学 | The method of forest land slope control soil erosion |
| CN106013182A (en) * | 2016-06-14 | 2016-10-12 | 河北省林业科学研究院 | Method for greening slope by planting hemerocallis middendorfii in waste tires |
| CN112323826B (en) * | 2020-11-03 | 2022-06-14 | 江苏科技大学 | Bow-arrow type side slope reinforcing structure and construction method thereof |
| CN115045304B (en) * | 2022-07-15 | 2023-04-18 | 华南理工大学 | Step-by-step energy consumption retaining structure for preventing and treating slope granular disaster and construction method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09279584A (en) * | 1996-04-16 | 1997-10-28 | Maki Yamamoto | Construction method for slope planting used tire type seedbed |
| JPH11333440A (en) * | 1998-05-22 | 1999-12-07 | Yosakichi Saito | Structure made up of worn-out tire and use method of utiliztion of worn-out tire |
| JP2000160568A (en) * | 1998-11-25 | 2000-06-13 | Shimizu Corp | Slope frame work and construction method therefor |
| TW200636129A (en) * | 2005-04-15 | 2006-10-16 | biao-qin Li | Shock protecting structure |
| CN201495549U (en) * | 2009-09-01 | 2010-06-02 | 同济大学 | Abandoned automobile tire and packing composite ecological protecting slope |
| CN203373769U (en) * | 2013-07-04 | 2014-01-01 | 上海勘测设计研究院 | Draught fan foundation ring supporting structure arranged on soft soil foundation |
-
2014
- 2014-08-26 CN CN201410423359.XA patent/CN104164884B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09279584A (en) * | 1996-04-16 | 1997-10-28 | Maki Yamamoto | Construction method for slope planting used tire type seedbed |
| JPH11333440A (en) * | 1998-05-22 | 1999-12-07 | Yosakichi Saito | Structure made up of worn-out tire and use method of utiliztion of worn-out tire |
| JP2000160568A (en) * | 1998-11-25 | 2000-06-13 | Shimizu Corp | Slope frame work and construction method therefor |
| TW200636129A (en) * | 2005-04-15 | 2006-10-16 | biao-qin Li | Shock protecting structure |
| CN201495549U (en) * | 2009-09-01 | 2010-06-02 | 同济大学 | Abandoned automobile tire and packing composite ecological protecting slope |
| CN203373769U (en) * | 2013-07-04 | 2014-01-01 | 上海勘测设计研究院 | Draught fan foundation ring supporting structure arranged on soft soil foundation |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104164884A (en) | 2014-11-26 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104164884B (en) | A kind of combined system bank protection dyke strengthening method | |
| US10233595B2 (en) | Hard pavement construction method for natural groundwater recharge | |
| CN206294623U (en) | A kind of underground water-permeable device based on sponge city | |
| CN205839508U (en) | Sponge city paved road structure | |
| CN107938480A (en) | A kind of microorganism cures the desert highway embankment and its construction method of joint TGXG | |
| CN205637041U (en) | Grit seepage well suitable for sponge city construction | |
| CN201865023U (en) | Closed waterproof type central dividing strip for highway | |
| CN104947628A (en) | Ecological engineering method based on gabion fixed bags with lugs | |
| CN202830675U (en) | Deep and thick soft soil composite floating pile foundation damage reinforcement structure | |
| Zuixiong | CONSERVATION OF THE ANCIENT SITES ALONG THE SILK ROAD | |
| CN106087635A (en) | Pervious concrete | |
| CN206267162U (en) | A kind of roadbed side slope safeguard structure | |
| CN109235187A (en) | A kind of porous pavement method for paving being easy to construct and have landscape effect | |
| CN107083729A (en) | One kind stores permeable module and preparation method thereof | |
| CN102808417A (en) | Side slope protection method for arid desert area | |
| CN204475172U (en) | Bridge floor greenbelt waterproof and water drainage system | |
| CN204023496U (en) | A kind of novel ecological channel revetment | |
| CN204530375U (en) | Novel interlocked impervious concrete precast curb | |
| CN106284615A (en) | Building waste is as the sponge urban rainwater seepage well of built-in material and manufacture method | |
| CN207828733U (en) | A kind of novel water permeable concrete road | |
| CN207919284U (en) | A kind of sponge city, which can ooze, can store water-permeable pavement | |
| CN205711586U (en) | A kind of anti-settling road structure | |
| CN206204730U (en) | One kind is used for sponge urban road drainage system | |
| CN205636875U (en) | Rainwater incremental system | |
| CN205591244U (en) | Deep weak soil branch stake foundation stabilization structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| 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: 20160928 Termination date: 20200826 |