CN102425138A - Slope protection or flood control dam using discarded tyres - Google Patents
Slope protection or flood control dam using discarded tyres Download PDFInfo
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- CN102425138A CN102425138A CN2011104415768A CN201110441576A CN102425138A CN 102425138 A CN102425138 A CN 102425138A CN 2011104415768 A CN2011104415768 A CN 2011104415768A CN 201110441576 A CN201110441576 A CN 201110441576A CN 102425138 A CN102425138 A CN 102425138A
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- junked tire
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Abstract
The invention discloses a slope protection or flood control dam using discarded tyres. The slope protection or flood control dam is built by superposing multiple layers of discarded tyre prestressed mesh plates; the discarded tyre prestressed mesh plates are formed by combining multiple discarded tyre prestressed straps; and the discarded tyre prestressed straps are formed by penetrating parallel steel strands through the discarded tyres, prestressing the steel strands, and fixing two ends of the steel strands on outer edges of outmost tyres on two sides. The slope protection or flood control dam using the discarded tyres realizes recycling of wastes at a low cost, and has the advantages of high processing speed, low cost, high transportation speed, rapidness and flexibility in combination and detachment, less resource consumption, capability of regulating the height, the length and other sizes freely, and the like; and the slope protection or flood control dam using the discarded tyres is applicable to on-site quick processing, can meet an emergency requirement, is high in strength, high in impact resistance, high in self-supporting strength, stable and unloose in structure and durable, and is also applicable to manual filling of concrete or stones or filling of gaps between the discarded tyres by using naturally silting sands, stones and the like so as to improve the self weight and the stability and firmness.
Description
Technical field
The present invention relates to a kind of bank protection or flood wall, particularly a kind of bank protection or flood wall that utilizes junked tire to process.
Background technology
The river levee of building with sandbag, earth and stone material from ancient times to the present when the super large flood comes temporarily, occurs bursting to inrush, and will cause casualties and property loss.Especially in recent years the massive losses that the soybean residue dyke building that is exposed by the media is again and again brought, and " jerry-built project dike " the budget valency that is exposed by the media 1.8 ten thousand yuans of painful and shocks up to every meter unexpectedly.
Country had also strengthened the dynamics that great rivers regulations and urban flood defence dike are built in recent years, avoided as far as possible and reduced the loss that flood brings people's lives and properties and national product.At present, the defence aspect of rivers, mountain torrents, tide, a large amount of flood control material stock need be done by linked groups before flood arrives: like a large amount of cubic metre of earth and stone of needs deposit, cement, timber and a large amount of haulage vehicle etc.; Come to organize great amount of manpower to reinforce, increase traditional flood control dam at flood temporarily; A flood gets off, and consumes great amount of manpower, goods and materials etc.; Traditional flood fighting method often has: human input is many, resource consumption is big, flood control speed slow, tissue is transferred drawbacks such as dumb.
Junked tire accounts for sizable ratio in industrial solid wastes, the recovery of junked tire and utilization more and more cause people's attention.Along with the increase of China's car owning amount, the quantity of junked tire also increases year by year.The at present annual junked tire generation of China will reach more than 200,000,000, and reasonably the rate of recovery is merely 45%, and the mode that great majority are recycled all is to adopt the mode of cutting and grinding, rather than directly be used.The recovery processing cost is high, but the product recycling rate of waterused of the raw material of cutting and grinding is limited, and the common mode of utilizing is to be used for paving the way with the concrete improvement etc.On the other hand, the junked tire that can not recycle is buried or is stacked.Because land resources is limited, through burying or stacking junked tire with more and more difficult.Can bring secondary pollution to be under an embargo and burn junked tire.
And maintenance, the reinforcing of existing slope protection bank preventing engineering, also available junked tire prestressing combination body displaces a large amount of cement, sandstone material, will reduce energy consumption, and processing of waste has been practiced thrift construction cost, the protection environment.
So it is a unavoidable difficult problem that junked tire reclaims with rationally utilizing, how to reclaim with efficiently utilizing junked tire at low cost is the important topic of waste and old solution tire.
Summary of the invention
For overcoming the deficiency that prior art exists, it is a kind of simple in structure that the present invention provides, and make easily and implement, and firm in structure, the junked tire bank protection or the flood wall of long service life.
Technical scheme: a kind of junked tire bank protection or flood wall; Use or depend on a side of traditional embankment separately; Vertically superpose by this junked tire prestressed net sheet of multilayer and to form; One group of junked tire on the same vertical line in stack back is along vertically penetrating parallel steel strand, and its two ends were separately fixed at the external surface of two tires up and down after steel strand applied prestressing force; Said junked tire prestressed net sheet is longitudinally to dock the net structure that forms successively by many said junked tire prestressing force bands; And in vertically adjacent junked tire, penetrating the steel strand of parallel longitudinal, steel strand apply the outer rim that its two ends behind the prestressing force are separately fixed at vertical two ends outermost tire; Said junked tire prestressing force band is by a plurality of junked tires horizontal banded structure of forming of butt joint successively, and in each junked tire, penetrates parallel steel strand, and steel strand apply the outer rim that its two ends behind the prestressing force are separately fixed at two ends outermost tire.
A kind of junked tire bank protection or flood wall; Use or depend on a side of traditional embankment separately; Fixedly form by a plurality of junked tire prestressing force piece combinations; Each junked tire prestressing force piece is vertically superposeed by this junked tire prestressed net sheet of multilayer and forms, and one group of junked tire on the same vertical line in stack back is along vertically penetrating parallel steel strand, and its two ends were separately fixed at the external surface of two tires up and down after steel strand applied prestressing force; Said junked tire prestressed net sheet is longitudinally to dock the net structure that forms successively by many said junked tire prestressing force bands; And in vertically adjacent junked tire, penetrating the steel strand of parallel longitudinal, steel strand apply the outer rim that its two ends behind the prestressing force are separately fixed at vertical two ends outermost tire; Said junked tire prestressing force band is by a plurality of junked tires horizontal banded structure of forming of butt joint successively, and in each junked tire, penetrates parallel steel strand, and steel strand apply the outer rim that its two ends behind the prestressing force are separately fixed at two ends outermost tire.
The top of said junked tire prestressing force piece is provided with and is used to the stay hook that lifts and be used for being connected with other junked tire prestressing force pieces.
Around the said junked tire prestressing force piece side or up and down the side be provided with plug and the recessinterengaging means that docks with adjacent junked tire assembly.
Concrete perfusion in each tire of each layer junked tire prestressed layer and in the gap between each tire; The wait concrete is fixed, once more each steel strand tension is applied prestressing force.
The two ends of prestress wire are anchored at respectively on the side pad of outermost tire outer rim, the lateral surface of this side pad and tire coupling.
Two adjacent steel strand of said side pad anchoring at least simultaneously.
The two ends of said steel strand are fixed with bolt respectively, and bolts and nuts cooperate is fixed on the side pad of outermost tire outer rim steel strand.
The relative dual-side of said junked tire prestressed net sheet is provided with conjuncted pad; The end that is each steel strand all is fixed on the same conjuncted pad; Simultaneously the through hole of steel strand and conjuncted pad intersection is a bar hole, so that the adjustment of the steel strand prestress of different directions.
To fill concrete in each wheel clearance in the junked tire assembly after fixing, or fill building stones or silt, perhaps one or more in the solid refuse.
Beneficial effect of the present invention:
1, realizes refuse reclamation;
2, it is carried out too much to utilizing again not of junked tire in processing, so utilize cost very low again;
3, be easy to processing and implementation through the combination of tire and prestress wire, process velocity is fast and cost is low, allocation and transportation fast, combination dismounting fast and flexible, resource consumption is few, can the free adjustment oneself height with self length etc.; Also be fit to on-the-spot rapid processing and satisfy emergent need;
4, many laterally, vertically and the vertical prestressing steel strand form stable cage in that assembly is inner, safety firmly, strong shock resistance;
5, prestress wire produces outside pulling force, produces inside extruding force between each tire, and the assembly self-supporting strength is high, and Stability Analysis of Structures can be not loose, and is durable in use;
6, utilize the junked tire water plugging effect good, corrosion-resistant, the life-span is long;
7, turn parts into the whole combination back of a plurality of tires is formed block lifting easily and butt joint assembly unit;
8, exist cavity can be used for fill concrete or building stones or sandbag and solid refuse etc. in protection bank protection or the flood wall, strengthen its deadweight and stable degree.
Description of drawings
Fig. 1 is junked tire bank protection of the present invention or structure of flood bank sketch map;
Fig. 2 is the structural representation of junked tire prestressed net;
Fig. 3 be the junked tire prestressed net structural representation two;
Fig. 4 is the local structure for amplifying sketch map of bank protection of the present invention or flood wall or prestressing force piece.
The specific embodiment
Embodiment one: referring to Fig. 1, Fig. 2 and Fig. 4, a kind of junked tire bank protection or flood wall depend on a side of traditional embankment 10, are vertically superposeed by this junked tire prestressed net sheet of multilayer and form.One group of junked tire on the same vertical line in stack back is along vertically penetrating parallel steel strand, and its two ends were separately fixed at the external surface of two tires up and down after steel strand 3 applied prestressing force.
Said junked tire prestressed net sheet is longitudinally to dock the net structure that forms successively by many said junked tire prestressing force bands; And in vertically adjacent junked tire, penetrating the steel strand 3 of parallel longitudinal, steel strand apply the outer rim that its two ends behind the prestressing force are separately fixed at vertical two ends outermost tire.
Said junked tire prestressing force band is by a plurality of junked tires 2 horizontal banded structure of forming of butt joint successively, and in each junked tire, penetrates parallel steel strand 3, and steel strand apply the outer rim that its two ends behind the prestressing force are separately fixed at two ends outermost tire.
The two ends of prestress wire are anchored at respectively on the side pad 5 of outermost tire outer rim, and this side pad 5 matees with the lateral surface of tire.Two adjacent steel strand of said side pad anchoring at least simultaneously.
Embodiment two: referring to Fig. 1, Fig. 2 and Fig. 4; Content and embodiment one are basic identical; Something in common does not repeat, and different is: to fill concrete in each wheel clearance in the junked tire assembly after fixing, or fill building stones or silt, perhaps one or more in the solid refuse.
Embodiment three: accompanying drawing is not drawn, and content and embodiment one are basic identical, and something in common does not repeat, and different is: the two ends of said steel strand are fixed with bolt respectively, and bolts and nuts cooperate is fixed on the side pad of outermost tire outer rim steel strand.
Embodiment four: accompanying drawing is not drawn; Content and embodiment one are basic identical; Something in common does not repeat, and different is: the relative dual-side of said junked tire prestressed net sheet is provided with conjuncted pad, and promptly the end of each steel strand all is fixed on the same conjuncted pad; Simultaneously the through hole of steel strand and conjuncted pad intersection is a bar hole, so that the adjustment of the steel strand prestress of different directions.
Embodiment five: referring to Fig. 1, Fig. 2 and Fig. 4, a kind of junked tire bank protection or flood wall depend on a side of traditional embankment, are fixedly formed by a plurality of junked tire prestressing force pieces combinations.Each junked tire prestressing force piece is vertically superposeed by this junked tire prestressed net sheet of multilayer and forms; One group of junked tire on the same vertical line in stack back is along vertically penetrating parallel steel strand; Steel strand apply that its two ends are separately fixed at the external surface of two tires up and down behind the prestressing force, and the top of said junked tire prestressing force piece is provided with and is used to the stay hook that lifts and be used for being connected with other junked tire prestressing force pieces.
Said junked tire prestressing force band is by a plurality of junked tires horizontal banded structure of forming of butt joint successively, and in each junked tire, penetrates parallel steel strand, and steel strand apply the outer rim that its two ends behind the prestressing force are separately fixed at two ends outermost tire.
Embodiment six: referring to Fig. 1, Fig. 2 and Fig. 4; Content and embodiment five are basic identical; Something in common does not repeat, and different is: to fill concrete in each wheel clearance in the junked tire assembly after fixing, or fill building stones or silt, perhaps one or more in the solid refuse.
Embodiment seven: accompanying drawing is not drawn, and content and embodiment five are basic identical, and something in common does not repeat, and different is: the two ends of said steel strand are fixed with bolt respectively, and bolts and nuts cooperate is fixed on the side pad of outermost tire outer rim steel strand.
Embodiment eight: accompanying drawing is not drawn; Content and embodiment five are basic identical; Something in common does not repeat, and different is: the relative dual-side of said junked tire prestressed net sheet is provided with conjuncted pad, and promptly the end of each steel strand all is fixed on the same conjuncted pad; Simultaneously the through hole of steel strand and conjuncted pad intersection is a bar hole, so that the adjustment of the steel strand prestress of different directions.
Embodiment nine: referring to Fig. 1, Fig. 3 and Fig. 4; Content and embodiment one or five are basic identical; Something in common does not repeat; Different is: concrete perfusion in each tire of each junked tire prestressed layer and in the gap between each tire, wait for that concrete setting is enough, and once more each steel strand is applied prestressing force.
Embodiment ten: accompanying drawing is not drawn, and content and embodiment one or five are basic identical, and something in common does not repeat, and different is: use embodiment one or embodiment five described bank protection or flood walls separately, do not depend on traditional embankment.
Claims (9)
1. junked tire flood control bank protection or flood wall; It is characterized in that: a side of using or depend on traditional embankment separately; Vertically superpose by this junked tire prestressed net sheet of multilayer and to form; One group of junked tire on the same vertical line in stack back is along vertically penetrating parallel steel strand, and its two ends were separately fixed at the external surface of two tires up and down after steel strand applied prestressing force; Said junked tire prestressed net sheet is longitudinally to dock the net structure that forms successively by many said junked tire prestressing force bands; And in vertically adjacent junked tire, penetrating the steel strand of parallel longitudinal, steel strand apply the outer rim that its two ends behind the prestressing force are separately fixed at vertical two ends outermost tire; Said junked tire prestressing force band is by a plurality of junked tires horizontal banded structure of forming of butt joint successively, and in each junked tire, penetrates parallel steel strand, and steel strand apply the outer rim that its two ends behind the prestressing force are separately fixed at two ends outermost tire.
2. junked tire flood control bank protection or flood wall; It is characterized in that: a side of using or depend on traditional embankment separately; Fixedly form by a plurality of junked tire prestressing force piece combinations; Each junked tire prestressing force piece is vertically superposeed by this junked tire prestressed net sheet of multilayer and forms, and one group of junked tire on the same vertical line in stack back is along vertically penetrating parallel steel strand, and its two ends were separately fixed at the external surface of two tires up and down after steel strand applied prestressing force; Said junked tire prestressed net sheet is longitudinally to dock the net structure that forms successively by many said junked tire prestressing force bands; And in vertically adjacent junked tire, penetrating the steel strand of parallel longitudinal, steel strand apply the outer rim that its two ends behind the prestressing force are separately fixed at vertical two ends outermost tire; Said junked tire prestressing force band is by a plurality of junked tires horizontal banded structure of forming of butt joint successively, and in each junked tire, penetrates parallel steel strand, and steel strand apply the outer rim that its two ends behind the prestressing force are separately fixed at two ends outermost tire.
3. junked tire according to claim 2 flood control bank protection or flood wall is characterized in that: the top of said junked tire prestressing force piece is provided with and is used to the stay hook that lifts and be used for being connected with other junked tire prestressing force pieces.
4. junked tire according to claim 3 flood control bank protection or flood wall is characterized in that: around the said junked tire prestressing force piece side or up and down the side be provided with and adjacent junked tire plug and the recessinterengaging means that cage docks of speedily carrying out rescue work.
5. junked tire according to claim 1 and 2 flood control bank protection or flood wall is characterized in that: concrete perfusion in each tire of each layer of junked tire and in the gap between each tire, wait for that concrete setting reaches, and applies prestressing force to each steel strand once more;
Junked tire flood control bank protection according to claim 1 and 2 or flood wall, it is characterized in that: the two ends of prestress wire are anchored at respectively on the side pad of outermost tire outer rim, the lateral surface of this side pad and tire coupling.
6. junked tire flood control bank protection according to claim 1 and 2 or flood wall is characterized in that: two adjacent steel strand of said side pad anchoring at least simultaneously.
7. junked tire flood control bank protection according to claim 1 and 2 or flood wall, it is characterized in that: the two ends of said steel strand are fixed with bolt respectively, and bolts and nuts cooperate is fixed on the side pad of outermost tire outer rim steel strand.
8. junked tire flood control bank protection according to claim 1 and 2 or flood wall; It is characterized in that: the relative dual-side of said junked tire prestressed net sheet is provided with conjuncted pad; The end that is each steel strand all is fixed on the same conjuncted pad; Simultaneously the through hole of steel strand and conjuncted pad intersection is a bar hole, so that the adjustment of the steel strand prestress of different directions.
9. junked tire flood control bank protection according to claim 1 and 2 or flood wall; It is characterized in that: to fill concrete in each wheel clearance in the junked tire assembly after fixing, or fill building stones or silt, perhaps one or more in the solid refuse.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011104415768A CN102425138A (en) | 2011-12-26 | 2011-12-26 | Slope protection or flood control dam using discarded tyres |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011104415768A CN102425138A (en) | 2011-12-26 | 2011-12-26 | Slope protection or flood control dam using discarded tyres |
Publications (1)
| Publication Number | Publication Date |
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| CN102425138A true CN102425138A (en) | 2012-04-25 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011104415768A Pending CN102425138A (en) | 2011-12-26 | 2011-12-26 | Slope protection or flood control dam using discarded tyres |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102767163A (en) * | 2012-05-14 | 2012-11-07 | 中国水利水电科学研究院 | Anti-scour junked tire lining of gallery |
| CN103696457A (en) * | 2013-05-22 | 2014-04-02 | 华北水利水电大学 | Water and soil resource keeping method and distributed steel storage reservoir in karst region |
| CN104164992A (en) * | 2014-07-23 | 2014-11-26 | 华北水利水电大学 | Water storage adjustment system formed by distributive junked tire prestress steel structure |
| CN104164921A (en) * | 2014-07-23 | 2014-11-26 | 河南奥斯派克科技有限公司 | Prestressed large-span stadium top layer system formed through junked tires |
| CN104164981A (en) * | 2014-07-23 | 2014-11-26 | 华北水利水电大学 | Prestressed stadium stand formed by junked tires |
| CN106480856A (en) * | 2016-07-15 | 2017-03-08 | 王君杰 | Prepressing type composite buffering energy dissipating cylinder |
| CN108398234A (en) * | 2018-03-12 | 2018-08-14 | 浙江水利水电学院 | Damaged tire bank protection effect of energy dissipation test device and test method |
| CN108755721A (en) * | 2018-06-14 | 2018-11-06 | 中国十七冶集团有限公司 | A kind of novel cofferdam method for protecting support for crossing piping lane construction in water river |
| CN111549720A (en) * | 2020-05-18 | 2020-08-18 | 义乌工商职业技术学院 | Double-pile body cross-reinforced river channel ecological revetment |
| CN114032837A (en) * | 2021-11-25 | 2022-02-11 | 扬州大学 | Waste tire-based step flood control dam and construction and operation method thereof |
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| CN2219904Y (en) * | 1995-01-09 | 1996-02-14 | 彭振宏 | Rubbish and waste tyre block for reclamation of land from water |
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| CN2714608Y (en) * | 2003-09-16 | 2005-08-03 | 陈云海 | Prestressed reinforcement rubber parts |
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| TW201028510A (en) * | 2009-01-19 | 2010-08-01 | Jounjan Construction Material Ltd | An assembling and fixing structure for linking waste tires as one bunch |
| CN202416250U (en) * | 2011-12-26 | 2012-09-05 | 华北水利水电学院 | Waste tyre revetment or flood-preventing dike |
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| SU829764A1 (en) * | 1978-11-17 | 1981-05-15 | Грузинский Научно-Исследовательскийинститут Гидротехники И Мелиорации | Floating breakwater |
| CN2219904Y (en) * | 1995-01-09 | 1996-02-14 | 彭振宏 | Rubbish and waste tyre block for reclamation of land from water |
| CN1259182A (en) * | 1997-04-28 | 2000-07-05 | 澳大利亚埃科夫莱克斯有限公司 | Retaining wall system |
| JP2002242157A (en) * | 2001-02-14 | 2002-08-28 | Kyosei Kiko Kk | Tire form coating block |
| CN2559208Y (en) * | 2002-07-16 | 2003-07-09 | 茅氏顾问工程师（香港）有限公司 | Tyre assembly for forming a stable engineering structure |
| DE20214548U1 (en) * | 2002-09-20 | 2003-09-25 | Biolog Gmbh | Floodwater protection dyke comprises layers of recycled scrap tires arranged on top of each other to form a tapering core |
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Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102767163A (en) * | 2012-05-14 | 2012-11-07 | 中国水利水电科学研究院 | Anti-scour junked tire lining of gallery |
| CN103696457A (en) * | 2013-05-22 | 2014-04-02 | 华北水利水电大学 | Water and soil resource keeping method and distributed steel storage reservoir in karst region |
| CN103696457B (en) * | 2013-05-22 | 2016-03-09 | 华北水利水电大学 | Karst water and soil resources keeping method and distributed steel silo water storage storehouse |
| CN104164992A (en) * | 2014-07-23 | 2014-11-26 | 华北水利水电大学 | Water storage adjustment system formed by distributive junked tire prestress steel structure |
| CN104164921A (en) * | 2014-07-23 | 2014-11-26 | 河南奥斯派克科技有限公司 | Prestressed large-span stadium top layer system formed through junked tires |
| CN104164981A (en) * | 2014-07-23 | 2014-11-26 | 华北水利水电大学 | Prestressed stadium stand formed by junked tires |
| CN106480856A (en) * | 2016-07-15 | 2017-03-08 | 王君杰 | Prepressing type composite buffering energy dissipating cylinder |
| CN108398234A (en) * | 2018-03-12 | 2018-08-14 | 浙江水利水电学院 | Damaged tire bank protection effect of energy dissipation test device and test method |
| CN108755721A (en) * | 2018-06-14 | 2018-11-06 | 中国十七冶集团有限公司 | A kind of novel cofferdam method for protecting support for crossing piping lane construction in water river |
| CN111549720A (en) * | 2020-05-18 | 2020-08-18 | 义乌工商职业技术学院 | Double-pile body cross-reinforced river channel ecological revetment |
| CN111549720B (en) * | 2020-05-18 | 2022-04-01 | 义乌工商职业技术学院 | Double-pile body cross-reinforced river channel ecological revetment |
| CN114032837A (en) * | 2021-11-25 | 2022-02-11 | 扬州大学 | Waste tire-based step flood control dam and construction and operation method thereof |
| CN114032837B (en) * | 2021-11-25 | 2023-09-26 | 扬州大学 | Step flood control dam based on junked tires and construction and operation method thereof |
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Application publication date: 20120425 |