CN102767163B - Gallery protection against erosion junked tire lining - Google Patents
Gallery protection against erosion junked tire lining Download PDFInfo
- Publication number
- CN102767163B CN102767163B CN201210147755.5A CN201210147755A CN102767163B CN 102767163 B CN102767163 B CN 102767163B CN 201210147755 A CN201210147755 A CN 201210147755A CN 102767163 B CN102767163 B CN 102767163B
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- China
- Prior art keywords
- junked tire
- gallery
- mesh sheet
- protection against
- buried
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- Expired - Fee Related
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Abstract
The invention discloses a kind of gallery protection against erosion junked tire lining, the mesh sheet that in bottom gallery bottom surface and two side, pre-buried tiling is made up of junked tire, described mesh sheet is the prestressing force mesh sheet running through prestressing force lacing wire by level after multiple junked tire tiling and formed, and the mesh sheet after Shi Hanzhang is pre-buried to be fixed in concrete base layer.Under prestressing force lacing wire effect, produce external expansive force between each junked tire, the silt relying on current to carry in junked tire gap becomes silted up flat naturally.The present invention effectively can cushion flowstone washing away gallery inwall, and structure is simple, durable in use, realizes refuse and effectively recycles, with low cost.Prestress wire and junked tire form integrated lining, and support strength is high, and impact resistance is enhanced.In addition, junked tire gap is conducive to the filtration of flood, and junked tire inner chamber easily accumulates sandstone and forms high strength entity, strengthens its deadweight and stable degree.
Description
Technical field
The present invention relates to Waste tyre recycling technology in a kind of Water Resources Domain, particularly a kind of gallery protection against erosion junked tire lining.
Background technology
Carry stone at the fluviatic current of part, can cross water gallery impact dam body, long impact can destroy the concrete base layer with two side bottom gallery, needs regular maintenance and reinforcing, otherwise easily causes damage dam body.Also do not solve the effective ways that dam body crosses water gallery protection against erosion at present.
Summary of the invention
Cross water gallery easily by the problem that sandstone wash away for current part dam body, provide a kind of structure simple, with low cost, turn waste into wealth and long-lived gallery protection against erosion junked tire lining.
Technical scheme: a kind of gallery protection against erosion junked tire lining, the mesh sheet that in bottom gallery bottom surface and two side, pre-buried tiling is made up of junked tire, described mesh sheet is the prestressing force mesh sheet running through prestressing force lacing wire by level after multiple junked tire tiling and formed, and the mesh sheet after Shi Hanzhang is pre-buried to be fixed in concrete base layer.Under prestressing force lacing wire effect, produce external expansive force between each junked tire, the silt relying on current to carry in junked tire gap becomes silted up flat naturally.
The pre-buried degree of depth of prestressing force mesh sheet is more than or equal to the half of its height.Also anchor pole is provided with between each junked tire and concrete base layer.
A kind of gallery protection against erosion junked tire lining, the assembly that in bottom gallery bottom surface and two side, pre-buried tiling is made up of junked tire, described assembly vertically places rear level by multiple junked tire to run through prestressing force lacing wire and the prestressing combination body formed, and the assembly after Shi Hanzhang is pre-buried to be fixed in concrete base layer.Under prestressing force lacing wire effect, produce external expansive force between each junked tire, the silt relying on current to carry in junked tire gap becomes silted up flat naturally.
Junked tire is integral circular shape or the semi-annular for a cut part, and the pre-buried degree of depth of prestressing combination body is more than or equal to the half of its height.Also anchor pole is provided with between each junked tire and concrete base layer.
Prestressing force tension is fixed together with the anchor pole in concrete base layer.
Beneficial effect: multiple junked tire is turned parts into the whole and increased prestress wire by the present invention, makes each single junked tire be combined to form firm and wear-resisting lining, effectively can cushion flowstone washing away gallery inwall, structure is simple, durable in use, realize refuse and effectively recycle, with low cost.Prestress wire produces outside pulling force, produces inside extruding force between each tire, and many transverse directions, longitudinal prestressings tension (steel strand) are applied in junked tire simultaneously and form integrated lining, and support strength is high, and impact resistance is enhanced.In addition, junked tire gap is conducive to the filtration of flood, and junked tire inner chamber easily accumulates sandstone and forms high strength entity, strengthens its deadweight and stable degree.
Accompanying drawing explanation
Fig. 1 is the gallery section structure schematic diagram adopting protection against erosion lining of the present invention;
Fig. 2 is the single junked tire fixed structure schematic diagram in Fig. 1 in concrete base layer;
Fig. 3 is the multiple junked tire fixed structure schematic diagrames in Fig. 1 in concrete base layer;
Fig. 4 is one of vertical protection against erosion liner structure schematic diagram;
Fig. 5 is vertical protection against erosion liner structure schematic diagram two;
Fig. 6 is the multiple junked tire fixed structure schematic diagrames two in Fig. 1 in concrete base layer;
Fig. 7 is the perspective view of Fig. 6;
Fig. 8 is the multiple junked tire fixed structure schematic diagrames three in Fig. 1 in concrete base layer;
Fig. 9 is the plan structure schematic diagram of Fig. 8.
Number in the figure 1 is gallery, and 2 is integral circular shape junked tire, and 2a is semi-annular junked tire, and 3 is concrete base layer, and 4 is anchor pole, and 5 is prestressing force tension.
Detailed description of the invention
Embodiment one: see Fig. 1-Fig. 3, this gallery protection against erosion junked tire lining is the mesh sheet that the junked tire 2 being embedded with tiling in the concrete base layer 3 of bottom the bottom surface and two side of gallery 1 (part of current scour) forms, this mesh sheet is that after being tiled by multiple junked tire 2, level runs through prestressing force lacing wire 5 and the prestressing force mesh sheet formed, steel strand are to after junked tire Shi Hanzhang, and its two ends are respectively by being bolted on the periphery of outermost tire.Mesh sheet after Shi Hanzhang is pre-buried to be fixed in concrete base layer.The pre-buried degree of depth of prestressing combination body is more than or equal to the half of its height.Under prestressing force lacing wire effect, produce external expansive force between each junked tire, the silt relying on current to carry in junked tire gap becomes silted up flat naturally.
The pre-buried degree of depth of prestressing force mesh sheet is more than or equal to the half of its height.Also anchor pole is provided with between each junked tire and concrete base layer.Prestressing force tension can also be fixed together with the anchor pole in concrete base layer.
Embodiment two: see Fig. 4, this gallery protection against erosion junked tire lining is that in the concrete base layer 3 of bottom the bottom surface and two side of gallery 1 (part of current scour), pre-buried tiling has and waste and oldly takes turns assembly, this assembly forms arc by the part that multiple semi-annular junked tire 2a(junked tire is cut) prestressing combination body that vertical level afterwards of placing runs through prestressing force lacing wire and formed, after steel strand 5 Shi Hanzhang, two ends are separately fixed on the periphery of outermost tire.Assembly after Shi Hanzhang is pre-buried to be fixed in concrete base layer.The pre-buried degree of depth of prestressing combination body is more than or equal to the half of its height.Anchor pole 4 is also provided with between each junked tire and concrete base layer.Under prestressing force lacing wire effect, produce external expansive force between each junked tire, the silt relying on current to carry in junked tire gap becomes silted up flat naturally.
Embodiment three: see Fig. 5, content is substantially identical with embodiment two, and something in common does not repeat, unlike: junked tire is integral circular shape 2.
Claims (6)
1. a gallery protection against erosion junked tire lining, it is characterized in that: the mesh sheet that in bottom gallery bottom surface and two side, pre-buried tiling is made up of junked tire, described mesh sheet is the prestressing force mesh sheet running through prestressing force lacing wire by level after multiple junked tire tiling and formed, and the mesh sheet after Shi Hanzhang is pre-buried to be fixed in concrete base layer; The pre-buried degree of depth of prestressing force mesh sheet is more than or equal to the half of its height.
2. gallery protection against erosion junked tire lining according to claim 1, is characterized in that: be also provided with anchor pole between each junked tire and concrete base layer.
3. a gallery protection against erosion junked tire lining, it is characterized in that: the assembly that in bottom gallery bottom surface and two side, pre-buried tiling is made up of junked tire, described assembly vertically places rear level by multiple junked tire to run through prestressing force lacing wire and the prestressing combination body formed, and the assembly after Shi Hanzhang is pre-buried to be fixed in concrete base layer.
4. gallery protection against erosion junked tire lining according to claim 3, is characterized in that: junked tire is integral circular shape or the semi-annular for a cut part, and the pre-buried degree of depth of prestressing combination body is more than or equal to the half of its height.
5. gallery protection against erosion junked tire lining according to claim 3, is characterized in that: be also provided with anchor pole between each junked tire and concrete base layer.
6. gallery protection against erosion junked tire lining according to claim 3, is characterized in that: the anchor pole in prestressing force lacing wire and concrete base layer is fixed together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210147755.5A CN102767163B (en) | 2012-05-14 | 2012-05-14 | Gallery protection against erosion junked tire lining |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210147755.5A CN102767163B (en) | 2012-05-14 | 2012-05-14 | Gallery protection against erosion junked tire lining |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102767163A CN102767163A (en) | 2012-11-07 |
| CN102767163B true CN102767163B (en) | 2016-01-13 |
Family
ID=47094714
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210147755.5A Expired - Fee Related CN102767163B (en) | 2012-05-14 | 2012-05-14 | Gallery protection against erosion junked tire lining |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102767163B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104164821B (en) * | 2014-07-23 | 2016-06-08 | 华北水利水电大学 | Steel frame prestressing force junked tire runway |
| CN104251061B (en) * | 2014-07-23 | 2016-06-08 | 河南奥斯派克科技有限公司 | Junked tire prestressing force stadium system |
| CN112227264B (en) * | 2020-10-22 | 2022-04-29 | 永康市陌桐电子科技有限公司 | Road central authorities separate buffer for road administration engineering |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002242157A (en) * | 2001-02-14 | 2002-08-28 | Kyosei Kiko Kk | Tire form coating block |
| TW201028510A (en) * | 2009-01-19 | 2010-08-01 | Jounjan Construction Material Ltd | An assembling and fixing structure for linking waste tires as one bunch |
| CN201495549U (en) * | 2009-09-01 | 2010-06-02 | 同济大学 | Abandoned automobile tire and packing composite ecological protecting slope |
| CN102002917A (en) * | 2010-10-29 | 2011-04-06 | 中国科学院地质与地球物理研究所 | Method for preparing stone blocking dam by using waste and old rubber |
| CN102286961B (en) * | 2011-07-11 | 2013-06-12 | 合肥工业大学 | Overflow dam for waste tires |
| CN102425138A (en) * | 2011-12-26 | 2012-04-25 | 华北水利水电学院 | Slope protection or flood control dam using discarded tyres |
| CN202865806U (en) * | 2012-05-14 | 2013-04-10 | 中国水利水电科学研究院 | Lining for erosion protection waste tires of corridor |
-
2012
- 2012-05-14 CN CN201210147755.5A patent/CN102767163B/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN102767163A (en) | 2012-11-07 |
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| 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 | ||
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| 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: 20160113 Termination date: 20170514 |