CN104164884A - Slope protection and dyke strengthening method for compound system - Google Patents
Slope protection and dyke strengthening method for compound system Download PDFInfo
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- CN104164884A CN104164884A CN201410423359.XA CN201410423359A CN104164884A CN 104164884 A CN104164884 A CN 104164884A CN 201410423359 A CN201410423359 A CN 201410423359A CN 104164884 A CN104164884 A CN 104164884A
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Abstract
A slope protection and dyke strengthening method for a compound system includes the following steps that (1) micro piles of different lengths are stricken into a slope or a dyke, (2) a whole tire serves as a pile cap of the micro piles and is fixed in the slope or the dyke, and (3) vegetations are planted in a soil layer in a gap in the middle of the tire. The method has the advantages that used tires which are low in manufacturing cost are combined with micro pile groups and green vegetations, the structure is simple, cost is low, slope stability and anti-scouring performance of the vegetations can be effectively enhanced, the problems of slope sliding and soil and water loss are solved, the dyke is prevented from collapsing and crevassing, and meanwhile the effect of greening the slope can be achieved.
Description
Technical field
The invention belongs to side slope embankment protection technical field, specifically a kind of mini pile and the co-operating bank protection dyke strengthening of vegetation method of utilizing waste tire of automobile and different length.
Background technology
The infrastructure constructions such as highway, railway, water conservancy, have formed a lot of exposed manually domaticly, and these bare side slopings or embankment have not only destroyed original vegetation, easily cause soil erosion, and heavy damage ecoscape.Conventional bank protection dyke strengthening technology has two kinds at present: one is engineering protection, comprise mortar flag stone protection, the protection of the various ways such as reinforced concrete skeleton frame protection, domatic spray anchor, can ensure preferably domatic stability, but engineering quantity is large, take a lot of work consuming time, neither environmental protection, not attractive in appearance again, and destroy ecological; Another kind is biological protection, is taking slope vegetation protection as main, and this method is simple and cost is low, but the degree of depth of reinforcing is inadequate.These two kinds of methods are difficult to take into account at the aspect such as construction costs and protection effect, have certain limitation.
Along with auto industry is in global fast development, the application of automobile is also more and more extensive, has also produced a large amount of junked tires thereupon, if can not recycle, will cause the waste of resource.
Summary of the invention
The present invention is directed to the defect of prior art, proposed one and can fully ensure 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, the pile cover using whole tire as mini pile, is fixed in side slope or in embankment;
3, in the soil layer of tire intermediate gaps, plant vegetation.
Three mini piles are one group, and mini pile top is connected to each other and is fixed on a tire with three linking beams, make tire, vegetation, mini pile become as a whole with side slope or embankment.
Described tire is embedded in the soil body corresponding to every group of mini pile top, and mini pile is through tire bottom rubber but through top rubber, tire top 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.
Between described mini pile and linking beam, fix with concreting.
The length of same group of mini pile is identical, and the length of mini pile does not adopt different length as calculated according to diverse location in slope body or embankment on the same group.
The advantage of combined system bank protection dyke strengthening method of the present invention is: junked tire low cost and miniature pile group and green vegetation are combined, it is simple in structure, cost is low, can effectively strengthen the scour resistance of slope stability and vegetation, solve Slope Sliding and soil erosion problem, the avalanche of control bunding is burst, and can reach the domatic effect of greening simultaneously.
Brief description of the drawings
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 sectional drawing.
Fig. 3 is the structural representation of single assembled unit.
In figure, 1 is junked tire, and 2 is that mini pile, 3 is that vegetation, 4 is that linking beam, 5 is that side slope or embankment, 6 are tire intermediate gaps.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention is further described.As Figure 1-3, a kind of combined system bank protection dyke strengthening method, comprises the steps:
1, mini pile is squeezed in side slope or embankment;
2, the pile cover using whole tire as mini pile, is fixed in side slope or in embankment;
3, in the soil layer of tire intermediate gaps, plant vegetation.
Three mini piles are one group, and mini pile top is connected to each other fixing with three linking beams, make tire, vegetation, mini pile become as a whole with side slope or embankment.
Described tire is embedded in the soil body corresponding to every group of mini pile top, and mini pile is through tire bottom rubber but through top rubber, tire top 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.
Between described mini pile and linking beam, fix with concreting.
The length difference of the mini pile that the diverse location place of side slope or embankment arranges.
The present invention is achieved in that 3 mini piles 2 first squeeze in the soil body of side slope or embankment 5, the length of mini pile, stake with domatic angle all with relevant with soil mass property, ordinary circumstance is that the stake of slope body or embankment mid portion is more a little than the length of bottom and bottom, and its concrete length need to be according to the shape of potential landslide surface through calculative determination.Whole tire 1 is embedded in the soil body corresponding to 3 mini pile 2 tops, and makes mini pile 2 through tire 1 bottom rubber but 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, between mini pile 2 and linking beam 4, fix with concreting.Now, whole tire is fixed in the soil body as mini pile pile cover, and while preventing from raining cats and dogs, tire is washed away, takes into account simultaneously and keeps side slope or embankment water and soil.Domatic enough attractive in appearance in order to ensure, must make whole tire 1 top with domatic concordant.3 kinds of intermediate gaps 6 places of planting in whole tire 1 of vegetation, under the protection of whole tire 1, vegetation can be because a large amount of rainfalls are run off, and its rhizome penetrates native country and makes it to become permanent side slope, has so both beautified side slope, can realize again double protection.In addition, whole tire has retaining performance, even at arid season, vegetation also can absorb enough moisture and grow up strong and sturdy.
As shown in Figure 3,3 mini piles, through whole tire bottom rubber, are fixed by 3 linking beams.
The present invention adopts energy-conserving and environment-protective material to make, and can on any side slope bunding, use, and can not only afforest and beautify ecology, and can improve air index, absorbs heat and noise.
Above content is in conjunction with concrete preferred embodiment further description made for the present invention, can not assert that specific embodiment of the invention is confined to these explanations.For general technical staff of the technical field of the invention, without departing from the inventive concept of the premise, can also make some simple deduction or replace, all should be considered as belonging to protection scope of the present invention.
Claims (6)
1. a combined system bank protection dyke strengthening method, is characterized in that comprising the steps:
(1) the mini pile of different length is squeezed in side slope or embankment;
(2) the pile cover using whole tire as mini pile, 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: three mini piles are one group, mini pile top is connected to each other and is fixed on a tire with three linking beams, makes tire, vegetation, mini pile become as a whole with side slope or embankment.
3. 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 corresponding to every group of mini pile top, mini pile passes tire bottom rubber but through top rubber, tire top is concordant with side slope or embankment upper surface.
4. combined system bank protection dyke strengthening method as claimed in claim 1, is characterized in that: described mini pile is minor diameter precast reinforced concrete piles or steel pipe pile or steel tube concrete pile.
5. combined system bank protection dyke strengthening method as claimed in claim 1, is characterized in that: between described mini pile and linking beam, fix with concreting.
6. combined system bank protection dyke strengthening method as claimed in claim 2, is characterized in that: the length of same group of mini pile is identical, and the length of mini pile does not adopt different length as calculated according to diverse location in slope body or embankment on the same group.
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 true CN104164884A (en) | 2014-11-26 |
| CN104164884B CN104164884B (en) | 2016-09-28 |
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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 |
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| Country | Link |
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| CN (1) | CN104164884B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104904364A (en) * | 2015-05-25 | 2015-09-16 | 浙江大学 | Method for controlling water and soil losses on forest land slope surface |
| 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 |
| CN112323826A (en) * | 2020-11-03 | 2021-02-05 | 江苏科技大学 | Bow-arrow type side slope reinforcing structure and construction method thereof |
| CN115045304A (en) * | 2022-07-15 | 2022-09-13 | 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 |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104904364A (en) * | 2015-05-25 | 2015-09-16 | 浙江大学 | Method for controlling water and soil losses on forest land slope surface |
| 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 |
| CN112323826A (en) * | 2020-11-03 | 2021-02-05 | 江苏科技大学 | Bow-arrow type side slope reinforcing structure and construction method thereof |
| CN115045304A (en) * | 2022-07-15 | 2022-09-13 | 华南理工大学 | Step-by-step energy consumption retaining structure for preventing and treating slope granular disaster and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104164884B (en) | 2016-09-28 |
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Granted publication date: 20160928 Termination date: 20200826 |