CN105256824A - Waste tire gabion units, gabion anchor plate earth-retaining wall and construction method - Google Patents
Waste tire gabion units, gabion anchor plate earth-retaining wall and construction method Download PDFInfo
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- CN105256824A CN105256824A CN201510783044.0A CN201510783044A CN105256824A CN 105256824 A CN105256824 A CN 105256824A CN 201510783044 A CN201510783044 A CN 201510783044A CN 105256824 A CN105256824 A CN 105256824A
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- retaining wall
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- junked tire
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Abstract
The invention discloses waste tire gabion units, a gabion anchor plate earth-retaining wall and a construction method. The earth-retaining wall comprises a plurality of earth-retaining unit layers arranged in a step shape. Each earth-retaining unit layer comprises a horizontally-arranged base. A groove is formed in each base. The corresponding gabion units arranged in multiple rows and columns are arranged in each groove. A reinforcing rib structure is horizontally fixed onto the gabion units on each upmost row. The waste tire gabion units, the gabion anchor plate earth-retaining wall and the construction method have the beneficial effects that waste tires are arranged in the grooves in the bases, and finally the grooves and the waste tires are grouted, so that the waste tires are fixed stably, and the anti-capsizing capacity and anti-sliding capacity of the whole earth-retaining wall are enhanced; the earth-retaining wall composed of the waste tires and construction waste is not only high in structural strength but also easy and convenient to construct, and meanwhile environmental protection and resource recycling are facilitated.
Description
Technical field
The present invention relates to building material technical field, particularly relate to a kind of junked tire lattice guest unit qualifying guest's anchored plate retaining wall and construction method.
Background technology
The material of junked tire cannot not mostly be moltenly or the macromolecular material of infusibility, and common treatment method for waste tyre has renovation, produces the aspect such as rubber powder and oil refining.The price difference of the retreads on average family car and new tire is little and renovate the reasons such as index is indefinite and cause average family vehicle tyre to renovate to recycle and stagnate always.And the pollution of the junked tire production chemical industry such as rubber powder and oil refining to environment also manifests gradually.The black pollution produced by junked tire is threaten the safety of life and property of the mankind.Research emphasis junked tire being applied to China in civil engineering is that tire glue powder mixes in the bituminous texture layer on road surface always, and the research that the simple process for junked tire is directly used in the load-bearing of civil structure or mark structure is relatively less.Although there has been the tire retaining structure of only a few still mostly to be the simple protection of side slope, its support degree is strong, is not highly resistant to slippage or topples, also just can not play side slope protection well.
Summary of the invention
Object of the present invention be exactly in order to solve the problem, provide a kind of junked tire lattice guest's unit and consisting of, uniform force balance lattice guest anchored plate retaining wall and construction method.
To achieve these goals, the present invention adopts following technical scheme:
A kind of junked tire lattice guest unit, comprise junked tire, in junked tire, be filled with building waste, junked tire does not leak outside as standard with the thinnest part steel wire floor that weares and teares, and is combined by building waste, makes full use of existing resource with junked tire, available protecting environment.
Further, described building waste replaces with rubble.
A kind of lattice guest anchored plate retaining wall, comprise the multilayer be ladder-like arranged and keep off native unit, every layer of native unit of gear comprises horizontally disposed base, groove is provided with in base, arrange the described lattice guest unit of many row's multiple rows in groove, on, the lattice guest unit upper horizontal of row fixes reinforced structure, and base is reinforced concrete structure, resistant slide and the resistance to capsizing of retaining wall can being increased, facilitating fixed grating guest unit by arranging groove.
Further, the lattice guest unit of each row described in adjacent two utilizes U-shaped linking to connect, and U-shaped button realizes plaid matching guest unit and fixes at the stable of vertical direction.
Further, lattice guest unit described in adjacent two of each row is connected by steel ring, and steel ring realizes plaid matching guest unit in the horizontal direction stable fixing.
Further, the underfill of described groove and described lattice guest unit has cement, and junked tire and base water and build up an entirety by cement.
Further, the level arranged in described lattice guest unit at each has anchor hole, and anchor pole passes from anchor hole.
Further, described reinforced structure is geotechnological barrier.
The construction method of retaining wall, concrete steps are as follows:
1) junked tire and rubble or building waste are carried to and will build place:
2) excavation of foundation pit, change original place base layering and fill out, every layer all arranges bed course;
3) adopt the structure of steel concrete to build base, base is built;
4) in groove in the base, junked tire is set by row, and utilizes fastening structure to fix adjacent two junked tires;
5) building waste or rubble is filled to junked tire inside;
6) on, the junked tire top of row arranges reinforced structure;
7) in base groove, cement mortar is injected;
8) the native unit setpoint distance place of distance gear buries form anchor underground;
9) anchor pole is carried out stretch-draw through the lattice guest unit leaving anchor hole;
10) in the second layer, third layer, step 2-is repeated) to step 9); Until complete building of whole retaining wall.
Further, described fastening structure comprises U-shaped button and steel ring, and in each row, adjacent two lattice guest unit are fixed by steel ring, and in each row, adjacent two lattice guest unit are fixed by U-shaped button.
Operating principle of the present invention is: arrange the native unit of gear by stair-stepping mode, every layer of native unit of gear by arranging many row's multiple row junked tires in base, junked tire is fixed each other, and fill building waste or rubble in junked tire inside, the lateral earth pressure of filler passes to the native unit of gear, the reinforced structure and form anchor that geotechnological barrier forms is passed to by the native unit of gear, the pulling force of the frictional force between geotechnological barrier and filler and form anchor and lateral earth pressure is relied on to reach balance again, make whole retaining wall each several part uniform force, long service life.
Compared with prior art, the present invention has the following advantages:
1) by being arranged on by junked tire in the groove on base, slip casting in the most backward groove and junked tire, achieves stable fixing junked tire, adds overturning or slip resistance analysis and the resistant slide ability of whole retaining wall.
2) retaining wall be made up of junked tire and building waste, not only structural strength is high, and easy construction is easy, facilitates environmental protection and resource is recycled simultaneously.
Accompanying drawing explanation
Fig. 1 is tire lattice guest anchored plate retaining wall overall diagram;
Fig. 2 is tire lattice guest structure chart;
Fig. 3 is tire lattice guest unit figure;
Fig. 4 is tire lattice guest structural union figure;
Fig. 5 is tire anchor sheet structure detail drawing;
Fig. 6 is that tire-shaped pedestal connects detail drawing;
In figure: 1, keep off native unit 2, reinforced structure 3, base 4, tire lattice guest face wall 5, anchor sheet structure 6, junked tire lattice guest unit 7, junked tire 8, rubble 9, U-shapedly buckle 10, tire lattice guest structure 11, anchor pole 12, form anchor 13, anchor head 14, groove.
Detailed description of the invention
Below in conjunction with accompanying drawing and embodiment, the invention will be further described.
A kind of junked tire lattice guest unit; as shown in Figure 3; comprise junked tire 7, in junked tire 7, be filled with building waste, junked tire does not leak outside as standard with the thinnest part steel wire floor that weares and teares; building waste is combined with junked tire; make full use of existing resource, available protecting environment, described building waste replaces with rubble 8; the particle diameter of rubble 8 is that 4.75-13.5 is advisable, and rubble 8 can select single particle size also can select the rubble of certain grating.
A kind of lattice guest anchored plate retaining wall, as shown in Figure 1, comprise the multilayer be ladder-like arranged and keep off native unit 1, every layer of native unit 1 of gear comprises horizontally disposed base 3, groove 14 is provided with in base 3, the described junked tire lattice guest unit of many row's multiple rows is set in groove 14, a row junked tire as shown in Figure 2, on, the lattice guest unit upper horizontal of row fixes reinforced structure 2, base 3 is reinforced concrete structures, resistant slide and the resistance to capsizing of retaining wall can being increased, facilitating fixed grating guest unit by arranging groove 14.
The lattice guest unit of each row described in adjacent two utilizes U-shaped button 9 to connect, and U-shaped button 9 realizes plaid matching guest unit and fixes at the stable of vertical direction, often adjacent two junked tires 7 at least fixes 3 U-shaped buttons, as shown in Figure 4.
Lattice guest unit described in adjacent two of each row is connected by steel ring, and steel ring realizes plaid matching guest unit in the horizontal direction stable fixing, and often the steel ring of adjacent two junked tires 7 connects and is no less than three places.
Described groove 14 has cement with the underfill of described lattice guest unit, and junked tire 7 and base 3 water and build up an entirety by cement.
The level arranged in described lattice guest unit at each has anchor hole, anchor pole 11 passes from anchor hole, and one end of anchor pole 11 and junked tire 7 are fixed by anchor head 13, and the other end is fixed by form anchor 12 and original place base, form anchor 12 balance lateral soil pressure serves an effect for gear, as shown in Figure 5.
Described reinforced structure 2 is geotechnological barrier.
The construction method of retaining wall, concrete steps are as follows:
1) junked tire 7 and rubble 8 or building waste are carried to and will build place:
2) excavation of foundation pit, change original place base layering and fill out, every layer all arranges bed course, changes filler and adopts good, the scleroid pellet of grating;
3) adopt the structure of steel concrete to build base 3, base 3 is built;
4) in the groove in base 3, junked tire 7 is set by row, and utilizes fastening structure to fix adjacent two junked tires 7;
5) building waste or rubble 8 is filled to junked tire 7 inside;
6) on, junked tire 7 top of row arranges reinforced structure 2;
7) in base groove 14, cement mortar is injected;
8) the native unit 1 setpoint distance place of distance gear adopts the mode of anti-excavation to bury form anchor 12 underground;
9) anchor pole 11 is carried out stretch-draw through the lattice guest unit leaving anchor hole;
10) in the second layer, third layer, step 2-is repeated) to step 9); Until complete building of whole retaining wall.
Tire lattice guest retaining wall of the present invention as shown in Figure 1, long is 2.5m, and single-stage retaining wall height is 2m, and anchor sheet structure height is 1.6m.Base dimensions is 2.8*1.5*0.3m.Tire adopts the tire of 115/65R13, and namely tire diameter is 13 inch flat ratios is 65%, and tire is wide is 155mm, is that the rubble of 4.75 is filled in junked tire and makes tire lattice guest unit by particle diameter.U-shaped button 9 is used to be fixed on the base 3 by 16 junked tires, reserved anchor hole on the tire lattice guest unit near 1.6m height.Afterwards anchor sheet structure be installed and fill retaining wall, finally carrying out anchor pole 11 or anchorage cable stretching by designing requirement.
By reference to the accompanying drawings the specific embodiment of the present invention is described although above-mentioned; but not limiting the scope of the invention; one of ordinary skill in the art should be understood that; on the basis of technical scheme of the present invention, those skilled in the art do not need to pay various amendment or distortion that creative work can make still within protection scope of the present invention.
Claims (10)
1. a junked tire lattice guest unit, is characterized in that, comprise junked tire, in junked tire, be filled with building waste.
2. junked tire lattice guest unit as claimed in claim 1, it is characterized in that, described building waste replaces with rubble.
3. a lattice guest anchored plate retaining wall, it is characterized in that, comprise the multilayer be ladder-like arranged and keep off native unit, every layer of native unit of gear comprises horizontally disposed base, groove is provided with in base, arrange the lattice guest unit as claimed in claim 1 of many row's multiple rows in groove, on, the lattice guest unit upper horizontal of row fixes reinforced structure.
4. retaining wall as claimed in claim 3, is characterized in that, the lattice guest unit of each row described in adjacent two utilizes U-shaped linking to connect.
5. retaining wall as claimed in claim 3, is characterized in that, the lattice guest unit of each row described in adjacent two is connected by steel ring.
6. retaining wall as claimed in claim 3, it is characterized in that, the underfill of described groove and described lattice guest unit has cement.
7. retaining wall as claimed in claim 3, it is characterized in that, the level arranged in described lattice guest unit at each has anchor hole, and anchor pole passes from anchor hole.
8. retaining wall as claimed in claim 3, it is characterized in that, described reinforced structure is geotechnological barrier.
9. the construction method of the retaining wall according to any one of claim 3-8, is characterized in that, concrete steps are as follows:
1) junked tire and rubble or building waste are carried to and will build place:
2) excavation of foundation pit, change original place base layering and fill out, every layer all arranges bed course;
3) adopt the structure of steel concrete to build base, base is built;
4) in groove in the base, junked tire is set by row, and utilizes fastening structure to fix adjacent two junked tires;
5) building waste or rubble is filled to junked tire inside;
6) on, the junked tire top of row arranges reinforced structure;
7) in base groove, cement mortar is injected;
8) the native unit setpoint distance place of distance gear buries form anchor underground;
9) anchor pole is carried out stretch-draw through the lattice guest unit leaving anchor hole;
10) in the second layer, third layer, step 2-is repeated) to step 9); Until complete building of whole retaining wall.
10. construction method as claimed in claim 9, it is characterized in that, described fastening structure comprises U-shaped button and steel ring, and in each row, adjacent two lattice guest unit are fixed by steel ring, and in each row, adjacent two lattice guest unit are fixed by U-shaped button.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201510783044.0A CN105256824B (en) | 2015-11-13 | 2015-11-13 | A kind of junked tire lattice guest unit qualifying guest anchored plate retaining wall and construction method |
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| CN201510783044.0A CN105256824B (en) | 2015-11-13 | 2015-11-13 | A kind of junked tire lattice guest unit qualifying guest anchored plate retaining wall and construction method |
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| CN105256824A true CN105256824A (en) | 2016-01-20 |
| CN105256824B CN105256824B (en) | 2018-01-02 |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105696620A (en) * | 2016-04-08 | 2016-06-22 | 山东大学 | Earth-retaining wall structure composed of waste tire-broken concrete, and construction method |
| CN109056789A (en) * | 2018-09-14 | 2018-12-21 | 江苏科技大学 | A kind of retaining wall and its construction method |
| CN110080281A (en) * | 2019-05-21 | 2019-08-02 | 山东大学 | A kind of waste tire reinforcement-anchor draws combined type ecology retaining wall and construction method |
| CN113445539A (en) * | 2021-08-14 | 2021-09-28 | 厦门中建东北设计院有限公司 | Limited filling tire wall and construction method thereof |
| CN113463669A (en) * | 2021-08-14 | 2021-10-01 | 厦门中建东北设计院有限公司 | Tire wall and construction method thereof |
| CN114351758A (en) * | 2022-02-21 | 2022-04-15 | 山东省交通规划设计院集团有限公司 | Composite waste tire reinforced retaining wall structure and construction process thereof |
| CN114875956A (en) * | 2022-05-13 | 2022-08-09 | 江苏科技大学 | Anti-bulging large-deformation turn-up tread reinforced retaining wall and construction method |
| 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 |
| CN116145720A (en) * | 2023-03-29 | 2023-05-23 | 江苏科技大学 | Multi-form anti-seismic retaining wall capable of stretching, rotating and moving |
| CN114351758B (en) * | 2022-02-21 | 2024-05-03 | 山东省交通规划设计院集团有限公司 | Composite type junked tire reinforced retaining wall structure and construction process thereof |
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Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105696620A (en) * | 2016-04-08 | 2016-06-22 | 山东大学 | Earth-retaining wall structure composed of waste tire-broken concrete, and construction method |
| CN109056789A (en) * | 2018-09-14 | 2018-12-21 | 江苏科技大学 | A kind of retaining wall and its construction method |
| CN110080281A (en) * | 2019-05-21 | 2019-08-02 | 山东大学 | A kind of waste tire reinforcement-anchor draws combined type ecology retaining wall and construction method |
| CN113445539B (en) * | 2021-08-14 | 2022-06-28 | 厦门中建东北设计院有限公司 | Limited filling tire wall and construction method thereof |
| CN113463669A (en) * | 2021-08-14 | 2021-10-01 | 厦门中建东北设计院有限公司 | Tire wall and construction method thereof |
| CN113445539A (en) * | 2021-08-14 | 2021-09-28 | 厦门中建东北设计院有限公司 | Limited filling tire wall and construction method thereof |
| CN114351758A (en) * | 2022-02-21 | 2022-04-15 | 山东省交通规划设计院集团有限公司 | Composite waste tire reinforced retaining wall structure and construction process thereof |
| CN114351758B (en) * | 2022-02-21 | 2024-05-03 | 山东省交通规划设计院集团有限公司 | Composite type junked tire reinforced retaining wall structure and construction process thereof |
| CN114875956A (en) * | 2022-05-13 | 2022-08-09 | 江苏科技大学 | Anti-bulging large-deformation turn-up tread reinforced retaining wall and construction method |
| CN114875956B (en) * | 2022-05-13 | 2024-03-26 | 江苏科技大学 | Anti-bulge large-deformation reinforced retaining wall with re-bulge tread and construction method |
| 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 |
| CN116145720A (en) * | 2023-03-29 | 2023-05-23 | 江苏科技大学 | Multi-form anti-seismic retaining wall capable of stretching, rotating and moving |
| CN116145720B (en) * | 2023-03-29 | 2024-01-23 | 江苏科技大学 | Multi-form anti-seismic retaining wall capable of stretching, rotating and moving |
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