CN102330398A - High-speed railway roadbed structure of unsaturated soil foundation in plain region - Google Patents
High-speed railway roadbed structure of unsaturated soil foundation in plain region Download PDFInfo
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- CN102330398A CN102330398A CN201110207495A CN201110207495A CN102330398A CN 102330398 A CN102330398 A CN 102330398A CN 201110207495 A CN201110207495 A CN 201110207495A CN 201110207495 A CN201110207495 A CN 201110207495A CN 102330398 A CN102330398 A CN 102330398A
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- speed railway
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Abstract
The invention discloses a high-speed railway roadbed structure of an unsaturated soil foundation in a plain region. The structure has the characteristics of strong integrity and good stability, can effectively control roadbed settlement, and meets the requirements of a high-speed railway for high smoothness, stability and durability of a line. The structure comprises an unsaturated soil foundation (10) and a road embankment filling body (20) filled in the unsaturated soil foundation, two sides of the slope toe of the road embankment filling body (20) are provided with back pressure road protection waterproof layers (40), a protective toe wall (50) is arranged at the outer side of the road embankment filling body, and the back pressure road protection waterproof layers (40) are compactly filled by non-permeable soil. The structure effectively solves the technical problems of the field; the high-speed railway embankment is directly constructed on the unsaturated soil foundation, so that the construction cost of the high-speed railway roadbed can be greatly reduced; the structure has the characteristics of strong integrity and good stability, can effectively control the influence of rainfall accumulated water on the roadbed settlement, and meets the requirements of the high-speed railway for high smoothness, stability and durability of the line; and the construction process is simple and meets the requirement of environmental protection.
Description
Technical field
The present invention relates to the high-speed railway subgrade structure, particularly a kind of plains region unsaturated soil ground high-speed railway subgrade structure.
Background technology
High-speed railway has all proposed new requirement to high ride, stability, the durability of circuit.The plains region draining is difficulty very, and the gutter that the railroad embankment both sides are provided with usually can not be arranged logical, meets extreme weathers such as heavy showers, often has ponding to flood railroad embankment bottom phenomenon and takes place; Mostly the plains region foundation soil is unsaturated soil, and current research shows, on the unsaturated soil ground, builds high-speed railway, and ground can not reinforced or only carry out behind the shallow layer reinforcement and directly build.Receive rainfall immersion effect but work as unsaturated soil, it can produce sedimentation under the embankment effect, and big than the saturated soil foundation deformation, with influencing the requirement of high-speed railway to the circuit high ride.Adopt at present mostly earlier the unsaturated soil ground is reinforced after railway embankment using again, and the gutter structure is set in the embankment both sides, exist construction investment to reach the unfavorable deficiency of drainage effect greatly.
How in effective control subgrade settlement with satisfy under the prerequisite of high-speed railway to the high ride of circuit, stability, life requirement; Reducing the construction cost of plains region unsaturated soil ground high-speed railway subgrade effectively, is that the technical barrier that effectively solved is failed in the present technique field always.Therefore, a kind of globality of active demand is strong, good stability, construction technology is simple and practice thrift the new road structure of construction investment, and meets environmental protection requirement.
Summary of the invention
Technical problem to be solved by this invention provides a kind of plains region unsaturated soil ground high-speed railway subgrade structure; Have that globality is strong, the characteristics of good stability; Can control subgrade settlement effectively, satisfy high ride, stability, the life requirement of high-speed railway circuit.
The technical solution adopted for the present invention to solve the technical problems is following:
Plains region of the present invention unsaturated soil ground high-speed railway subgrade structure; Comprise the unsaturated soil ground and fill embankment filling body on it; It is characterized in that: said embankment filling body toe both sides are provided with the berm with superloading water barrier; And at its arranged outside spats wall, the berm with superloading water barrier is by closely knit the filling of non-infiltration soil.
Said embankment filling body adopts conditioned soil to fill.
Said embankment filling body adopt infiltration soil to divide to fill down layer, on fill layer and fill and form, fill layer at soil down, on fill the embankment water barrier be set between the layer, the elevation of this embankment water barrier is higher than embankment both sides berm with superloading water barrier crest level.
The invention has the beneficial effects as follows, solve the technical barrier of this area effectively, directly on the unsaturated soil ground, construct the high-speed railway embankment, can reduce the construction cost of plains region unsaturated soil ground high-speed railway subgrade significantly; Have that globality is strong, the characteristics of good stability, can control of the influence of rainfall ponding effectively, satisfy high ride, stability, the life requirement of high-speed railway circuit to subgrade settlement; Construction technology is simple, and compliance with environmental protection requirements, therefore has wide popularizing application prospect.
Description of drawings
This manual comprises following three width of cloth accompanying drawings:
Fig. 1 is the cross-sectional configuration sketch map of plains region unsaturated soil ground high-speed railway subgrade structure embodiment 1 of the present invention;
Fig. 2 is the cross-sectional configuration sketch map of plains region unsaturated soil ground high-speed railway subgrade structure embodiment 2 of the present invention
Fig. 3 is the structural representation of water barrier in the unsaturated soil ground high-speed railway subgrade structure of plains region of the present invention.
Component shown in the figure, toponym and pairing marker number: unsaturated soil ground 10, embankment filling body 20, down fill layer 21, on fill layer 22, embankment water barrier 30, down medium-sand seam 31, composite geo-membrane 32, go up medium-sand seam 33, embankment berm with superloading water barrier 40, spats wall 50.
The specific embodiment
Below in conjunction with accompanying drawing and embodiment the present invention is further specified.
See figures.1.and.2, plains region of the present invention unsaturated soil ground high-speed railway subgrade structure comprises unsaturated soil ground 10 and fills embankment filling body 20 on it.Said embankment filling body 20 toe both sides are provided with berm with superloading water barrier 40, and at its arranged outside spats wall 50, berm with superloading water barrier 40 is by closely knit the filling of non-infiltration soil.Adopt the water barrier of the berm with superloading water barrier 40 of non-infiltration as railroad embankment both sides unsaturated soil ground 10; Adopt spats wall 50 solution region of no relief railway draining difficult problems; Can directly on the unsaturated soil ground, construct the high-speed railway embankment; Have that globality is strong, the characteristics of good stability, can control subgrade settlement effectively, satisfy high ride, stability, the life requirement of high-speed railway circuit.
Reference is by the embodiment shown in Fig. 11, and said embankment filling body 20 can adopt impermeable conditioned soil to fill, and in the embankment filling body 20 water barrier need not be set.With reference to scheming by the embodiment shown in Fig. 22; Said embankment filling body 20 adopt infiltration soil to divide to fill down layer 21, on fill layers 22 and fill and form; Under fill layer 21, on fill layer and embankment water barrier 30 be set between 22, the elevation of this embankment water barrier 30 is higher than embankment both sides berm with superloading water barrier 40 crest levels.Utilize embankment water barrier 30 as railroad embankment substrate unsaturated soil ground 10 waterproof structures, avoid unsaturated soil ground 10 influenced by rainfall ponding, sedimentation does not exert an influence to high-speed railway subgrade thereby make rainfall.
With reference to Fig. 3, said embankment water barrier 30 can adopt following medium-sand seam 31, composite geo-membrane 32 and the last medium-sand seam 33 compound formations of from bottom to top laying successively usually.Embankment water barrier 30 should be established to the embankment both sides and be not less than 4% horizontal wall inscription.Following medium-sand seam 31, the thickness of going up medium-sand seam 33 can be confirmed as 0.05m usually.
See figures.1.and.2, the end face of said berm with superloading water barrier 40 is not less than 4% horizontal wall inscription to peripheral hardware, and the berm top width is not less than 3m.Said spats wall 50 adopts mortar flag stone to build by laying bricks or stones or concrete placing forms, and the bottom is imbedded the ground degree of depth and is not less than 0.5m, and the upper height of basseting is greater than maximum ponding height, and width is not less than 0.5m.
Some principles of the above plains region of the present invention unsaturated soil ground high-speed railway subgrade structure that just explains through diagrams; Be not be to the present invention be confined to shown in described concrete structure and the scope of application in; So every the modify and equivalent that might be utilized, the claim that all belongs to the present invention and applied for.
Claims (8)
1. plains region unsaturated soil ground high-speed railway subgrade structure; Comprise unsaturated soil ground (10) and fill embankment filling body (20) on it; It is characterized in that: said embankment filling body (20) toe both sides are provided with berm with superloading water barrier (40); And at its arranged outside spats wall (50), berm with superloading water barrier (40) is by closely knit the filling of non-infiltration soil.
2. plains region as claimed in claim 1 unsaturated soil ground high-speed railway subgrade structure is characterized in that: said embankment filling body (20) adopts conditioned soil to fill.
3. plains region as claimed in claim 1 unsaturated soil ground high-speed railway subgrade structure; It is characterized in that: said embankment filling body (20) adopt infiltration soil to divide to fill down layer (21), on fill layer (22) and fill and form; Under fill layer (21), on fill layer and embankment water barrier (30) be set between (22), the elevation of this embankment water barrier (30) is higher than embankment both sides berm with superloading water barriers (40) crest level.
4. plains region as claimed in claim 3 unsaturated soil ground high-speed railway subgrade structure is characterized in that: said embankment water barrier (30) is by following medium-sand seam (31), composite geo-membrane (32) and the compound formation of last medium-sand seam (33) of from bottom to top laying successively.
5. plains region as claimed in claim 4 unsaturated soil ground high-speed railway subgrade structure, it is characterized in that: said embankment water barrier (30) is established to the embankment both sides and is not less than 4% horizontal wall inscription.
6. like claim 4 or 5 described plains region unsaturated soil ground high-speed railway subgrade structures, it is characterized in that: the thickness of said following medium-sand seam (31), last medium-sand seam (33) is 0.05m.
7. like claim 2 or 3 described plains region unsaturated soil ground high-speed railway subgrade structures, it is characterized in that: the end face of said berm with superloading water barrier (40) is not less than 4% horizontal wall inscription to peripheral hardware, and the berm top width is not less than 3m.
8. plains region as claimed in claim 7 unsaturated soil ground high-speed railway subgrade structure; It is characterized in that: said spats wall (50) adopts mortar flag stone to build by laying bricks or stones or concrete placing forms; The bottom is imbedded the ground degree of depth and is not less than 0.5m; The upper height of basseting is greater than maximum ponding height, and width is not less than 0.5m.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201110207495A CN102330398A (en) | 2011-07-23 | 2011-07-23 | High-speed railway roadbed structure of unsaturated soil foundation in plain region |
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| CN201110207495A CN102330398A (en) | 2011-07-23 | 2011-07-23 | High-speed railway roadbed structure of unsaturated soil foundation in plain region |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105256682A (en) * | 2015-09-09 | 2016-01-20 | 沈阳铁道勘察设计院有限公司 | Pile buried-type lattice frame used for protecting high roadbed and construction method |
| CN105421161A (en) * | 2015-11-05 | 2016-03-23 | 中铁二十一局集团有限公司 | Embankment structure capable of preventing loess embankment from wetting deformation |
| CN110894700A (en) * | 2019-11-03 | 2020-03-20 | 中铁二院工程集团有限责任公司 | Soil foundation road shoulder pile slab wall reinforcing structure and construction method |
| CN111041930A (en) * | 2019-12-25 | 2020-04-21 | 华润建筑有限公司 | Expressway anti-scouring roadbed pavement and construction method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1609835A1 (en) * | 1989-02-10 | 1990-11-30 | Воронежский инженерно-строительный институт | Road structure |
| CN201095717Y (en) * | 2007-09-30 | 2008-08-06 | 中铁二院工程集团有限责任公司 | Red beds filled high-speed railway roadbed |
| CN101245574A (en) * | 2007-02-14 | 2008-08-20 | 中国神华能源股份有限公司 | Method for building over loading railway road-bed on salting ground |
| CN101974877A (en) * | 2010-10-18 | 2011-02-16 | 中铁第四勘察设计院集团有限公司 | Rapid transit railway soft rock-improved soil roadbed structure |
| CN202187253U (en) * | 2011-07-23 | 2012-04-11 | 中铁二院工程集团有限责任公司 | Roadbed structure of high-speed railway on unsaturated soil foundation in flat area |
-
2011
- 2011-07-23 CN CN201110207495A patent/CN102330398A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1609835A1 (en) * | 1989-02-10 | 1990-11-30 | Воронежский инженерно-строительный институт | Road structure |
| CN101245574A (en) * | 2007-02-14 | 2008-08-20 | 中国神华能源股份有限公司 | Method for building over loading railway road-bed on salting ground |
| CN201095717Y (en) * | 2007-09-30 | 2008-08-06 | 中铁二院工程集团有限责任公司 | Red beds filled high-speed railway roadbed |
| CN101974877A (en) * | 2010-10-18 | 2011-02-16 | 中铁第四勘察设计院集团有限公司 | Rapid transit railway soft rock-improved soil roadbed structure |
| CN202187253U (en) * | 2011-07-23 | 2012-04-11 | 中铁二院工程集团有限责任公司 | Roadbed structure of high-speed railway on unsaturated soil foundation in flat area |
Non-Patent Citations (1)
| Title |
|---|
| 庄仲欣: "朔黄铁路膨胀土路堑设计", 《铁道标准设计》 * |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105256682A (en) * | 2015-09-09 | 2016-01-20 | 沈阳铁道勘察设计院有限公司 | Pile buried-type lattice frame used for protecting high roadbed and construction method |
| CN105256682B (en) * | 2015-09-09 | 2017-07-25 | 沈阳铁道勘察设计院有限公司 | The buried lattice frame of pile and construction method for protecting elevated formation level |
| CN105421161A (en) * | 2015-11-05 | 2016-03-23 | 中铁二十一局集团有限公司 | Embankment structure capable of preventing loess embankment from wetting deformation |
| CN110894700A (en) * | 2019-11-03 | 2020-03-20 | 中铁二院工程集团有限责任公司 | Soil foundation road shoulder pile slab wall reinforcing structure and construction method |
| CN111041930A (en) * | 2019-12-25 | 2020-04-21 | 华润建筑有限公司 | Expressway anti-scouring roadbed pavement and construction method |
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Application publication date: 20120125 |