CN1442584A - Reinforced earth retaining wall suitable for soft soil ground and its construction method - Google Patents
Reinforced earth retaining wall suitable for soft soil ground and its construction method Download PDFInfo
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- CN1442584A CN1442584A CN 02104110 CN02104110A CN1442584A CN 1442584 A CN1442584 A CN 1442584A CN 02104110 CN02104110 CN 02104110 CN 02104110 A CN02104110 A CN 02104110A CN 1442584 A CN1442584 A CN 1442584A
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- filler
- lime
- retaining wall
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- reinforced earth
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Abstract
A ribbed retaining wall for soft foundation is composed of the main body built up by hollow building concrete blocks, filler and ribs. The said filler is the mixture of lime and powdered coal ash. The said rib is made up of terylene fibres or plastics through braiding or stretching.
Description
Technical field that the present invention belongs to
The invention belongs to a kind of supporting construction and the job practices thereof of utilizing reinforced earth technology in the building operations.
The prior art background
Reinforced earth retaining wall is common two kinds of strip-type reinforced earth retaining wall and packaging type reinforced earth retaining walls.The strip-type reinforced earth retaining wall is that the reinforcement band of high strength, high-modulus is arranged by certain spacing in filler, and promptly each layer is discontented with shop reinforcement, and the outer end of band and panel connect, and the inner is then toward extend certain-length in the soil body; The packaging type reinforced earth retaining wall adopts geo-grid or geonet, and at first with reinforcement full shop in the soil body, every shop one deck reinforcement is filling compaction thereon again, with the reinforcement rollback certain-length of outer end, completely spreads a layer reinforcement more thereon then, and panel is set at last.
France has built first strip-type reinforced earth retaining wall in the world nineteen sixty-five abroad, and the U.S. had built first strip-type reinforced earth retaining wall in 1972.Country such as U.S. has begun the experimental study of packaging type reinforced earth retaining wall from the seventies later stage, and the reinforcement material of employing is geonet or geotextile.Introduce reinforced earth since 1984 with the Tensar geo-grid that stretches.The geo-grid reinforced earth retaining wall is more extensive in American-European countries's application at present, but filler adopts the material of water permeability, as sand.
The reinforced earth technology research and the application of China start from 20th century middle nineteen seventies, and reinforced earth technology at first is applied to retaining wall.Build first tentative strip-type reinforced earth retaining wall of China in 1979 in Yunnan Province, built first highway strip-type reinforced earth retaining wall in 1980 in the Shanxi Province.Initial band is exactly a strap, has occurred polypropylene geotechnique band and reinforced concrete soil zone afterwards, along with the nearest composite steel-plastic belt that occurred of building of speedway.China mainly adopts the strip-type reinforced earth retaining wall at present, and highway division mainly adopts polypropylene geotechnique band and composite steel-plastic belt, and railway interests mainly adopts the reinforced concrete soil zone, and steel band and high tensile steel wire use seldom in China.
The shortcoming of strip-type reinforced earth retaining wall and packaging type reinforced earth retaining wall: the strip-type reinforced earth retaining wall needs to exist between metal draw ring, the band node a little less than the frictional strength at " no muscle tunnel ", band and filler interface.The reinforcement intensity of packaging type reinforced earth retaining wall is low, the frictional strength at reinforcement and filler interface is weak, panel is a little less than connecting with reinforced earth etc.These disadvantages affect applying of reinforced earth retaining wall.
In addition, at present external reinforced earth uses sand or clay to do filler, because filler from great, makes the retaining wall body produce sedimentation.Particularly on speedway under the soft foundation condition or bridge access bridge, use, cause the roadbed subsidence injustice, thereby become a global difficult problem together.
The content of invention
The objective of the invention is to propose a kind of reinforced earth retaining wall and job practices technical scheme thereof of under the soft foundation condition, using of being suitable for.
The present invention is a kind of reinforced earth retaining wall-building block formula geo-grid reinforcement lime fly ash retaining wall that is suitable for soft foundation, it is a kind of supporting construction that utilizes reinforced earth technology to build, form by filler, the reinforcement of in filler, arranging and shingle nail three parts, shingle nail adopts blockwork to build structure, filler adopts lime--the light-duty filler of flyash filler, and reinforcement adopts polyster fibre warp knitting geogrid or plastic tensile geo-grid; Geo-grid directly is pressed in up and down between the building block; The present invention combines light-duty filler of lime fly ash and geo-grid, flyash easily hardens, crumb structure adds the special net structure of geo-grid, make that the boundary strength friction of filler and reinforcement doubles about, geo-grid and lime fly ash interface friction intensity height, shorten anchorage length, the horizontal earth pressure of the wall back of the body is little, building block homeostasis, do not need coupling compoonent, strengthened the globality of structure; Lime fly ash is lighter by about 25% than sand or cohesive soil filler, reduces foundation settlement.The lime that retaining wall filler of the present invention adopts--in the flyash: lime quality should meet the above quicklime of III level or clear up the technical indicator of lime; Flyash requires SiO
2And Al
2O
3Content greater than 70%, 700 ℃ loss on ignition less than 12%, particle diameter between 0.001～2mm, less than the granule content of 0.074mm greater than 45%; The water content of wet fly-ash is controlled at 30%～35%.
The job practices of working of an invention mode reinforced earth retaining wall of the present invention is as follows:
Foundation Design
(1) the bottom land planar dimension generally should be greater than basic outer rim 30cm;
(2) do a step 20cm thick rubble under the wall base, the outer every side in basis is wide to go out 30cm;
(3) the every 15m in wall base shrinkage joint is provided with together, adopts pitch to soak plank as joint sealing material;
Building block is installed
When (1) first building block being installed, should fill up the 2cm cement mortar earlier, it is stable that it is installed, and simultaneously should
Cement mortar is filled to faulting of slab ends space between building block and basis;
(2) building block is docked laid dry on the plane, builds by laying bricks or stones in the facade layering.
Geo-grid is laid
(1) geo-grid is paved on the filler of compacting leveling, adopt horizontal laying method;
Compound mixes and stirs, paves and compacting
(1) filler adopts lime fly ash, and the lowest temperature of construction is more than 5 ℃;
(2) compound mixes and stirs and adopts the premixing place to mix and stir, and it is smooth, solid to mix and stir the place; With with mix and stir,
With transportation, with paving, being good with compacting; In the lime fly ash compound of uniform mixing, no
Contain greater than the flyash granule of 25mm with greater than the lime granule of 10mm;
(3) carry out according to the vertical spacing of geo-grid that layering paves, compacting;
(4) filler paves: paving thickness is wanted uniformity, surfacing, and establish and be not less than 3% horizontal wall inscription;
(5) filler is answered strict compaction in layers, and lift height must not be greater than 20cm with less than 10cm;
(6) compacting criteria (adopting heavy tamp standards), in building block 1.0m scope, whole wall height
Greater than 90%; Beyond building block 1.0m scope, apart from the degree of depth of 0～80cm below the groove bottom,
Degree of compaction is greater than 95%; Below groove bottom 80cm, degree of compaction is greater than 90%;
(7) at lime--during the surfacing deck, must reach on the flyash mixed fillers at mixed fillers
After the design strength, just allow other decks of lay.
Structure of the present invention is a building block formula geo-grid reinforcement lime fly ash retaining wall structure, overcome the shortcoming of strip-type reinforced earth retaining wall and packaging type reinforced earth retaining wall, the present invention adopts geo-grid to have the characteristics of tensile strength height, good endurance, the interface friction intensity height of geo-grid and filler reduces the lateral pressure of the soil body to metope; The instinct invention adopts blockwork to do metope, and homeostasis does not need coupling compoonent, and geo-grid directly is pressed between the upper and lower building block, does not need the metal draw ring, makes the structural integrity of reinforced earth strong.Particularly the present invention combines light-duty filler of lime fly ash and geo-grid, flyash easily hardens, crumb structure, add the special net structure of geo-grid, sand during as filler the drawing coefficient excursion be 0.27～0.45, lime fly ash during as filler the drawing coefficient excursion be 0.54～0.85, about drawing coefficient doubles, strengthened the globality of structure.Lime-flyash makes reinforced earth retaining wall structure overall weight of the present invention light from heavy and light about 25%, is suitable for using under the soft foundation condition, can not produce the sedimentation of body of wall.The present invention on the basis of experiment integrated optimization the multiple technologies measures, solved under the soft foundation condition difficult problem of using the reinforced earth retaining wall technology.The present invention returns comprehensive utilization flyash and has opened up market.
Claims (3)
1, a kind of reinforced earth retaining wall that is suitable for soft foundation, its structure is a building block formula geo-grid reinforcement lime fly ash retaining wall, it is a kind of supporting construction that utilizes reinforced earth technology to build, be made up of filler, the reinforcement of arranging in filler and shingle nail three parts, it is characterized in that: shingle nail adopts blockwork to build structure; Filler adopts lime--the light-duty filler of flyash filler, and reinforcement adopts polyster fibre warp knitting geogrid or plastic tensile geo-grid, and making the drawing coefficient excursion is 0.54～0.85; Geo-grid directly is pressed in up and down between the building block.
2, reinforced earth retaining wall as claimed in claim 1 is characterized in that should meeting the quicklime more than the III level or clearing up the technical indicator of lime at lime--in flyash: (a) lime--lime quality that filler adopts; (b) flyash--require SiO
2And Al
2O
3Content greater than 70%, 700 ℃ loss on ignition less than 12%, particle diameter between 0.001～2mm, less than the granule content of 0.074mm greater than 45%; The water content of wet fly-ash is controlled at 30%～35%.
3, the job practices of reinforced earth retaining wall as claimed in claim 1 or 2 is characterized in that:
Foundation Design
(1) the bottom land planar dimension generally should be greater than basic outer rim 30cm;
(2) do a step 20cm thick rubble under the wall base, the outer every side in basis is wide to go out 30cm;
(3) the every 15m in wall base shrinkage joint is provided with together, adopts pitch to soak plank as joint sealing material;
Building block is installed
When (1) first building block being installed, should fill up the 2cm cement mortar earlier, it is stable that it is installed, and simultaneously should
Cement mortar is filled to faulting of slab ends space between building block and basis;
(2) building block is docked laid dry on the plane, builds by laying bricks or stones in the facade layering.
Geo-grid is laid
(1) geo-grid is paved on the filler of compacting leveling, adopt horizontal laying method;
Compound mixes and stirs, paves and compacting;
(1) filler adopts lime fly ash, and the lowest temperature of construction is more than 5 ℃;
(2) compound mixes and stirs and adopts the premixing place to mix and stir, and it is smooth, solid to mix and stir the place; With with mix and stir,
With transportation, with paving, being good with compacting; In the lime fly ash compound of uniform mixing, no
Contain greater than the flyash granule of 25mm with greater than the lime granule of 10mm;
(3) carry out according to the vertical spacing of geo-grid that layering paves, compacting;
(4) filler paves: paving thickness is wanted uniformity, surfacing, and establish and be not less than 3% horizontal wall inscription;
(5) filler is answered strict compaction in layers, and lift height must not be greater than 20cm with less than 10cm;
(6) compacting criteria (adopting heavy tamp standards), in building block 1.0m scope, whole wall height
Greater than 90%; Beyond building block 1.0m scope, apart from the degree of depth of 0～80cm below the groove bottom,
Degree of compaction is greater than 95%; Below groove bottom 80cm, degree of compaction is greater than 90%;
(7) at lime--during the surfacing deck, must reach on the flyash mixed fillers at mixed fillers
After the design strength, just allow other decks of lay.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 02104110 CN1198992C (en) | 2002-03-04 | 2002-03-04 | Reinforced earth retaining wall suitable for soft soil ground and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 02104110 CN1198992C (en) | 2002-03-04 | 2002-03-04 | Reinforced earth retaining wall suitable for soft soil ground and its construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1442584A true CN1442584A (en) | 2003-09-17 |
| CN1198992C CN1198992C (en) | 2005-04-27 |
Family
ID=27793043
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 02104110 Expired - Lifetime CN1198992C (en) | 2002-03-04 | 2002-03-04 | Reinforced earth retaining wall suitable for soft soil ground and its construction method |
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| Country | Link |
|---|---|
| CN (1) | CN1198992C (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100464034C (en) * | 2005-06-17 | 2009-02-25 | 长沙理工大学 | Flexible reinforced retaining structure and construction method therefor |
| CN100999172B (en) * | 2006-12-27 | 2010-05-19 | 上海市城市建设设计研究院 | Construction method of artificial landscape mountain |
| CN105780619A (en) * | 2014-12-26 | 2016-07-20 | 上海勘测设计研究院有限公司 | Seaside soft foundation road structure |
| CN106894442A (en) * | 2017-03-02 | 2017-06-27 | 湖北工业大学 | A kind of reinforced sand soil barricade and construction method |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100439605C (en) * | 2006-07-25 | 2008-12-03 | 南京大学 | Chopped fiber reinforced rendzinas ground treatment method |
-
2002
- 2002-03-04 CN CN 02104110 patent/CN1198992C/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100464034C (en) * | 2005-06-17 | 2009-02-25 | 长沙理工大学 | Flexible reinforced retaining structure and construction method therefor |
| CN100999172B (en) * | 2006-12-27 | 2010-05-19 | 上海市城市建设设计研究院 | Construction method of artificial landscape mountain |
| CN105780619A (en) * | 2014-12-26 | 2016-07-20 | 上海勘测设计研究院有限公司 | Seaside soft foundation road structure |
| CN106894442A (en) * | 2017-03-02 | 2017-06-27 | 湖北工业大学 | A kind of reinforced sand soil barricade and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1198992C (en) | 2005-04-27 |
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