CN202280077U - Novel retaining wall - Google Patents
Novel retaining wall Download PDFInfo
- Publication number
- CN202280077U CN202280077U CN2011204131507U CN201120413150U CN202280077U CN 202280077 U CN202280077 U CN 202280077U CN 2011204131507 U CN2011204131507 U CN 2011204131507U CN 201120413150 U CN201120413150 U CN 201120413150U CN 202280077 U CN202280077 U CN 202280077U
- Authority
- CN
- China
- Prior art keywords
- mentioned
- retaining wall
- building waste
- gsz
- obturator
- 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
Images
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model discloses a novel retaining wall which comprises a frame body and a construction waste filling body, wherein the frame body is mainly formed by sequentially spreading and overlapping a plurality of layers of geogrids; a first end of each geogrid is provided with a curling part which curls upward, and the end part of the curling part extends toward a second end of the geogrid; each geogrid is filled with the construction waste filling body; the construction waste filling body is higher than each curling part; and the end part of each curling part is embedded in the construction waste filling body. Compared with the prior art, the novel retaining wall disclosed by the utility model is made from construction waste, so that the construction waste can be recycled, thereby not only saving resources, but also avoiding secondary pollution caused by the construction waste, and solving the problems of high handling cost and environmental pollution since the construction waste is difficult to process in the prior art.
Description
Technical field
The utility model relates to engineering construction field, specifically is a kind of retaining wall that utilizes engineering construction rubbish to make.
Background technology
In highway, railway, water conservancy and worker China Democratic National Construction Association engineering, keep slope stability most important, usually unsettled side slope is reinforced so that side slope keeps stability.The existing method of slope stability that keeps is numerous; As build gravity retaining wall, light-duty retaining wall, reinforced earth retaining wall and bolt support etc.; These methods all need spend certain resource; Like cement, reinforcing bar, piece stone etc.,, reduce consumed resource and be very important in today of resource growing tension; China is again building waste output big country simultaneously; Its quantity has accounted for the 30%-40% of municipal refuse total amount according to statistics, and in China, most building wastes all do not pass through any processing; Just directly transported to countryside or rural air storage or landfill by unit in charge of construction; Make building waste need consume pork barrels such as a large amount of land acquisition expenses, refuse collection expense, and can drop in the building waste process and problems such as dust, sand-lime fly upward clearing and stack, thereby caused the serious environmental pollution.
In view of this, the inventor is difficult to disposal concerns to present building waste and furthers investigate, and this case produces thus.
The utility model content
The purpose of the utility model is to provide a kind of novel retaining wall, and it has solved, and building waste is difficult to disposal and causes disposal cost height and environmental pollution problems in the prior art, not only can economize on resources, and also can avoid producing secondary pollution.
For realizing above-mentioned purpose, the technical scheme of the utility model is like this:
A kind of novel retaining wall; Comprise framework and building waste obturator; Above-mentioned framework is mainly tiled successively to be stacked together by the several layers GSZ and constitutes; And first end of each above-mentioned GSZ is respectively equipped with upwards to be rolled, and above-mentioned building waste obturator has all been filled to the portion that rolls that second extreme direction of this GSZ extends in its end on each above-mentioned GSZ; And the height of above-mentioned building waste obturator is higher than the above-mentioned height of rolling portion, and the above-mentioned end of rolling portion is embedded in the above-mentioned building waste obturator.
The thickness of above-mentioned building waste obturator is 30-60cm.
Be coated with an overburden layer on the above-mentioned lateral surface of rolling portion.
Above-mentioned overburden layer is the fine grained soil layer, and this fine grained soil layer is powder soil horizon or farinose argillic horizon.
A kind of novel retaining wall of the utility model when building by laying bricks or stones on engineering constructions such as slope, road shoulder, needs first end face of every layer of GSZ to extraneous, the second end end near on engineering construction domatic.In use, make full use of the high shear strength of building waste and the advantage that intensity is big, distortion is little and creep is little of GSZ, make retaining wall have good whole property and stability, thereby make this retaining wall can realize reinforcement effect side slope.Compared with prior art; A kind of novel retaining wall of the utility model; Utilize building waste to make, building waste can be utilized once more, not only can economize on resources; The secondary pollution that also can avoid building waste to produce has solved that building waste is difficult to dispose and cause disposal cost height and environmental pollution problems in the prior art.Again because the lateral surface of rolling portion is coated with an overburden layer, when using like this, can be plants such as overburden layer upper seeding wheel flower, grass, thus play the effect of greening attractive in appearance.
Description of drawings
Fig. 1 is the lateral view of the utility model.
Among the figure:
GSZ 1 is rolled portion 11
Building waste obturator 2 building wastes 21
Overburden layer 3
The specific embodiment
A kind of novel retaining wall of the utility model, as shown in Figure 1, comprise framework; This framework is mainly tiled successively to be stacked together by several layers GSZ 1 and constitutes; And the left end of each GSZ 1 is respectively equipped with upwards to be rolled, and all fill on each GSZ 1 by the building waste obturator of being made up of some building wastes 21 2 to the portion that rolls 11 that the right-hand member direction of this GSZ 1 is extended its end; The particle diameter of this building waste 21 is not more than 30cm; The mixture of one or more in the concrete block that this building waste 21 is fragment of brick, concrete, rubble and steel concrete, the thickness of this building waste obturator 2 is 30-60cm, and the height of building waste obturator 2 all is higher than the height of the portion of rolling 11; The end of rolling portion 11 is embedded in the building waste obturator 2; Roll on the left surface of portion 11 and be coated with an overburden layer 3, this overburden layer 3 is the fine grained soil layer, and this fine grained soil layer is powder soil horizon or farinose argillic horizon.
A kind of novel retaining wall of the utility model, its construction sequence is following:
(1) building waste 21 is poured in the rubble mill pulverized, make the particle diameter of building waste 21 be not more than 30cm; And the GSZ 1 of first floor is established in tiling on the ground, and the right-hand member of the GSZ 1 of first floor leans against the at of the side slope of desiring to build retaining wall;
(2) building waste of pulverizing 21 is filled on GSZ 1, and use the road roller compacting, form building waste obturator 2, the height of this building waste obturator 2 is between 30-60cm;
(3) left end of GSZ 1 is upwards rolled along the height of building waste obturator 2, and extended, and the left end end of GSZ 1 is filled in the obturator 2 to the right-hand member direction of GSZ 1;
(4) GSZ 1 of the tiling second layer on the upper surface of building waste obturator 2; And the 30-50cm that moves right; Make the right-hand member of GSZ 1 of the second layer than the right-hand member of the GSZ 1 of the first floor 30-50cm that keeps right, like this, make the right flank of retaining wall can form a gradient; Thereby strengthen the resistance to overturning of retaining wall, again repeating step (2) and (3); Lay the design height of desiring to build retaining wall until reaching successively;
(5) on the left end lateral surface at every layer of GSZ 1, be coated with an overburden layer 3 at last, the thickness of overburden layer 3 is 20-30cm; And plants such as overburden layer 3 upper seeding wheels flower, grass.
Product form of the foregoing description and graphic and non-limiting the utility model and style, the those of ordinary skill of any affiliated technical field all should be regarded as not breaking away from the patent category of the utility model to its suitable variation or modification of doing.
Claims (4)
1. novel retaining wall; It is characterized in that: comprise framework and building waste obturator; Above-mentioned framework is mainly tiled successively to be stacked together by the several layers GSZ and constitutes; And first end of each above-mentioned GSZ is respectively equipped with upwards to be rolled, and above-mentioned building waste obturator has all been filled to the portion that rolls that second extreme direction of this GSZ extends in its end on each above-mentioned GSZ; And the height of above-mentioned building waste obturator is higher than the above-mentioned height of rolling portion, and the above-mentioned end of rolling portion is embedded in the above-mentioned building waste obturator.
2. a kind of novel retaining wall according to claim 1 is characterized in that: the thickness of above-mentioned building waste obturator is 30-60cm.
3. a kind of novel retaining wall according to claim 1 is characterized in that: be coated with an overburden layer on the above-mentioned lateral surface of rolling portion.
4. a kind of novel retaining wall according to claim 1 is characterized in that: above-mentioned overburden layer is the fine grained soil layer, and this fine grained soil layer is powder soil horizon or farinose argillic horizon.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204131507U CN202280077U (en) | 2011-10-26 | 2011-10-26 | Novel retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204131507U CN202280077U (en) | 2011-10-26 | 2011-10-26 | Novel retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202280077U true CN202280077U (en) | 2012-06-20 |
Family
ID=46226251
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011204131507U Expired - Fee Related CN202280077U (en) | 2011-10-26 | 2011-10-26 | Novel retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202280077U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108547306A (en) * | 2018-03-12 | 2018-09-18 | 江苏建筑职业技术学院 | A kind of building waste block stone does the construction method of bank protection |
| CN109469040A (en) * | 2018-12-05 | 2019-03-15 | 三峡大学 | Geotechnological rack and its application |
| CN110607919A (en) * | 2018-06-15 | 2019-12-24 | 上海天补材料科技有限公司 | Regeneration technology of high-strength broken concrete |
-
2011
- 2011-10-26 CN CN2011204131507U patent/CN202280077U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108547306A (en) * | 2018-03-12 | 2018-09-18 | 江苏建筑职业技术学院 | A kind of building waste block stone does the construction method of bank protection |
| CN110607919A (en) * | 2018-06-15 | 2019-12-24 | 上海天补材料科技有限公司 | Regeneration technology of high-strength broken concrete |
| CN109469040A (en) * | 2018-12-05 | 2019-03-15 | 三峡大学 | Geotechnological rack and its application |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104480963B (en) | The constructional method of a kind of precast module type panel geo-grid reinforced tailing sand barricade | |
| CN201495468U (en) | Structure of highway subgrade on wet soft foundation | |
| CN104711974B (en) | A kind of steel tube regeneration concrete complex carrier stake and preparation method thereof | |
| CN101831851B (en) | Construction method of red sandstone roadbed | |
| CN205259204U (en) | Two -way grid of junked tire - adds muscle and building rubbish combination environmental protection antidetonation ground | |
| CN106758629A (en) | A kind of the geotechnical grid reinforcement sand bedding course and construction method of the building waste that adulterates | |
| CN106045399A (en) | Water permeable brick and preparation method thereof | |
| CN108677638A (en) | Express highway roadbed dam filling construction based on building waste | |
| CN202280077U (en) | Novel retaining wall | |
| CN104511472A (en) | On-site recycle method of construction waste | |
| CN109056789A (en) | A kind of retaining wall and its construction method | |
| CN108978623A (en) | Adulterate the composite reinforced Base with Sand Gravel Cushion and construction method of building waste and waste tire | |
| CN204039855U (en) | Shallow layer soft ground section gangue roadbed | |
| CN109736155A (en) | Building castoff Filling Expressway Subgrade construction | |
| CN210529400U (en) | Solidified building residue soil road structure | |
| CN204803702U (en) | Building rubbish road bed course structure | |
| CN102174810B (en) | Foundation reinforcement structure of construction refuse dump on soft soil | |
| CN114370064B (en) | Counter-slope small-spacing reinforced soil composite supporting body | |
| CN103669329A (en) | Process for direct dynamic compaction method treatment of ultra-deep building dump pit | |
| CN206666953U (en) | A kind of construction refuse regenerated road structure to gather materials | |
| CN203625741U (en) | Roadbed filled with tailing sand | |
| CN110528495A (en) | A kind of construction method of waste rubber Tyre structure ground | |
| CN103359964B (en) | Possess the building waste separating light material and produce the equipment of brickmaking sand | |
| CN204849807U (en) | Fill novel wind -powered electricity generation pylon basis of building rubbish | |
| CN104164822A (en) | Process for paving pedestrian pavement by utilizing building debris |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120620 Termination date: 20121026 |