CN207143628U - A kind of mountain valley high roadbed Stone Filled Embankment discharge structure - Google Patents
A kind of mountain valley high roadbed Stone Filled Embankment discharge structure Download PDFInfo
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- CN207143628U CN207143628U CN201720661657.1U CN201720661657U CN207143628U CN 207143628 U CN207143628 U CN 207143628U CN 201720661657 U CN201720661657 U CN 201720661657U CN 207143628 U CN207143628 U CN 207143628U
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- embankment
- filled embankment
- stone filled
- discharge structure
- mountain valley
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Abstract
A kind of mountain valley high roadbed Stone Filled Embankment discharge structure, the discharge structure include the inclined retaining wall as the Stone Filled Embankment of embankment bottom and on the outside of Stone Filled Embankment, several spilled water holes are provided with the inclined retaining wall.Stone Filled Embankment can be gathered materials on the spot, and Stone Filled Embankment void is more and big, and as top drainage pervious bed, moisture is discharged after flowing through Stone Filled Embankment from spilled water hole, and above structure construction progress is fast, and drainage performance is good.
Description
Technical field
The utility model belongs to embankment discharge structure field, a kind of mountain valley high roadbed Stone Filled Embankment draining knot of specific design
Structure.
Background technology
With the fast development of national economic development and the constantly improve of network of highways construction, increasing highway construction from
Plain rolling terrain extends to Freeway of Mountain Range.Highway is built in these places, generally requires high embankment, when building base, the earthwork is filled out
Build that to be filled with the cubic meter of stone be most important two kinds of roadbed filling structures.The former, high-fill roadbed is all filled using the earthwork, surface water
Larger to embankment stability influence, the duration is relatively long, and settlement after construction is big.The latter, using Stone Filled Embankment, not only can with gram
The shortcomings that fill subgrade sedimentation is big is taken, and suits measures to local conditions to gather materials on the spot, remarkable in economical benefits.
But it is mostly private residence and factory building etc. for the Chong Qiu mountain terrains that economy is more flourishing, along the both sides of mountain valley, soil inch of land
Very little gold.When building highway along mountain valley, high-fill roadbed also needs to consider region charge for remittance, Lu Jie in addition to land use index is taken into full account
Draining and subgrade stability sex chromosome mosaicism, the utility model are studied in this problem.
Utility model content
Deficiency of the prior art, the utility model provide a kind of mountain valley high roadbed Stone Filled Embankment draining knot for more than
Structure, the structure Economization on land, and subgrade stability are high.
In order to solve the above-mentioned technical problem, the utility model is addressed by following technical proposals.
A kind of mountain valley high roadbed Stone Filled Embankment discharge structure, the discharge structure include as embankment bottom Stone Filled Embankment with
Inclined retaining wall on the outside of Stone Filled Embankment, several spilled water holes are provided with the inclined retaining wall.Stone Filled Embankment can be on the spot
Materials, Stone Filled Embankment void is more and big, and as top drainage pervious bed, moisture is discharged after flowing through Stone Filled Embankment from spilled water hole,
Above structure construction progress is fast, and drainage performance is good.
Preferably, the embankment includes the Stone Filled Embankment of bottom and the high-filled embankment on top, Stone Filled Embankment and height are filled out
Anti-filter separation layer is provided between Fang Ludi.Enter after being oozed under surface water in the high-filled embankment of top by anti-filter separation layer and rockfill
Discharged after embankment, anti-filter separation layer can effectively prevent the soil on top from flowing down, and ensure the intensity of overall embankment structure.
Preferably, the outside of the inclined retaining wall is provided with the canal that drains off floodwaters, for draining.
Preferably, the anti-filter separation layer includes the first metalling and the nonwoven being covered on the first metalling geotechnique
Cloth.Being entered after being oozed under surface water in high-filled embankment by anti-filter separation layer in Stone Filled Embankment, Stone Filled Embankment mesopore is big,
Draining is rapid.
Preferably, being provided with the second metalling between the wall back of the body and Stone Filled Embankment of the inclined retaining wall, metalling is by small
The compacting of particle diameter stone grain forms, and does not influence that permeable while consistency is high, increases the stable degree of roadbed.
Preferably, the bottom of the canal that drains off floodwaters is provided with the 3rd metalling, intensity is improved.
Preferably, building stones particle diameter is 20cm ~ 40cm in the Stone Filled Embankment.
Preferably, the side that discharge structure is not provided with the Stone Filled Embankment both sides is externally provided with gutter, for arranging
Go out a small amount of surface water.
Preferably, the embankment is divided into the transition between upper strata, lower floor, the upper and lower according to slope gradient difference
Layer, the slope gradient on the upper strata is 1:1.5, the slope gradient of the lower floor is 1:1.75, the structure makes overall roadbed reclamation
Property it is high.
Compared with prior art, the utility model has the advantages that:A kind of mountain valley high roadbed is provided to rockfill road
Dike discharge structure, former surface drainage is effectively maintained by Stone Filled Embankment, ensure that the road circle draining after roadbed filling is unimpeded,
Reduce influence of the operation phase surface water to embankment stability;Simple in construction, technical maturity simultaneously, construction is quick and convenient, and has
Reduce construction cost to effect.
Brief description of the drawings
Fig. 1 is the diagrammatic cross-section of the embankment and discharge structure in the utility model.
Fig. 2 is the enlarged diagram of a-quadrant in this Fig. 1.
Embodiment
The utility model is described in further detail with embodiment below in conjunction with the accompanying drawings.
Reference picture 1 and Fig. 2, a kind of mountain valley high roadbed Stone Filled Embankment discharge structure, the discharge structure include being used as under embankment
The Stone Filled Embankment 1 in portion and the inclined retaining wall 4 located at the outside of Stone Filled Embankment 1, several spilled water holes are provided with the inclined retaining wall 4
5, the outside of inclined retaining wall 4 is provided with the canal 7 that drains off floodwaters
Embankment in present embodiment, including the high-filled embankment 9 on the Stone Filled Embankment 1 of bottom and top, wherein, road of rockfilling
Building stones particle diameter is 20cm ~ 40cm in dike 1, and anti-filter separation layer, anti-filter isolation are provided between Stone Filled Embankment 1 and high-filled embankment 9
Layer includes the first metalling 2 and the non-woven geotextile 3 being covered on the first metalling 2.In addition, in present embodiment, it is described to face upward
The second metalling 6 is provided between the wall back of the body and Stone Filled Embankment 1 of inclined barricade 4, the bottom of the canal 7 that drains off floodwaters is provided with the 3rd metalling
8。
In present embodiment, the side that discharge structure is not provided with the both sides of Stone Filled Embankment 1 is externally provided with gutter 10, embankment
Transition zone between upper strata, lower floor, the upper and lower is divided into according to slope gradient difference, the slope gradient on the upper strata is 1:
1.5, the slope gradient of the lower floor is 1:1.75, subgrade stability is high.
When mountain valley high roadbed Stone Filled Embankment discharge structure in the utility model is built, the upper and lower, upper strata are first determined
Filled using the earthwork (soil-stone material), slope gradient 1:1.5, lower floor gathers materials on the spot, using Stone Filled Embankment as top drainage
Pervious bed, slope gradient 1:1.75, and inclined retaining wall 4 and the combining structure of canal 7 of drainning off floodwaters are set.Wherein, building stones in Stone Filled Embankment 1
Size controlling is 20cm ~ 40cm, and placement in layers, the enhancing ftercompction of top surface strong rammer, construction speed is fast, and drainage performance is good, subgrade stability
It is good.
Specifically, medium-hard rock of the Stone Filled Embankment 1 using saturated uniaxial compressive strength >=40MP and particle diameter 20cm ~ 40cm,
Lift height requirement is not more than 50cm, and using 20t and above heavy vibration roller layered rolling, top surface is entered after the completion of filling
Row heavy tamping treatment, 30cm graded broken stone layers are laid at the top of it(First metalling 2)After the anti-filter separation layer of+non-woven geotextile 3
High-filled embankment 9 is carried out to fill.
To save the area, Stone Filled Embankment 1 according to different raisings using C20 slabstones concrete as inclined retaining wall 4, spacing 2m ~
Interlaced arrangement 8cmPVC pipes set 50cm the second metalling 6 to 3m as spilled water hole 5, the wall back of the body up and down.Drain off floodwaters canal 7 and barrier wall structure
Global design is carried out, the canal 7 that drains off floodwaters does furrow bank using the wall body of inclined retaining wall 4, with the synchronous construction of inclined retaining wall 4, the bottom of canal 7 of drainning off floodwaters
Layer sets 10cm the 3rd metalling 8.The opposite side gutter 10 of rock-filling embankment 1 uses(60~100)Cm × 60cm variable cross-section
Rectangular drain ditch, concrete masonry units, gutter bottom longitudinal slope are more than 0.3%.
The top of rock-filling embankment 1 carries out fill subgrade(Namely high-filled embankment 9), thickness≤30cm is layered, per 3m roadbed fillings
After the completion of enhancing ftercompction carried out using impact-rolling, to eliminate the differential deformation between roadbed, reduce settlement of subgrade.
Described above, the utility model provides a kind of mountain valley high roadbed Stone Filled Embankment discharge structure, passes through Stone Filled Embankment
Former surface drainage is effectively maintained, ensure that the road circle draining after roadbed filling is unimpeded, reduce operation phase surface water and satisfy the need
The influence of dike stability;Simple in construction, technical maturity simultaneously, construction is quick and convenient, and significantly reduces construction cost.
The scope of protection of the utility model includes but is not limited to embodiment of above, and the scope of protection of the utility model is to weigh
Sharp claim is defined, and any replacement being readily apparent that to those skilled in the art that this technology is made, deformation, improvement are each fallen within
The scope of protection of the utility model.
Claims (9)
1. a kind of mountain valley high roadbed Stone Filled Embankment discharge structure, the discharge structure includes the Stone Filled Embankment as embankment bottom(1)
With located at Stone Filled Embankment(1)The inclined retaining wall in outside(4), the inclined retaining wall(4)In be provided with several spilled water holes(5).
A kind of 2. mountain valley high roadbed Stone Filled Embankment discharge structure according to claim 1, it is characterised in that the embankment bag
Include the Stone Filled Embankment of bottom(1)With the high-filled embankment on top(9), Stone Filled Embankment(1)And high-filled embankment(9)Between be provided with it is anti-
Filter separation layer.
3. a kind of mountain valley high roadbed Stone Filled Embankment discharge structure according to claim 1 or 2, it is characterised in that described to face upward
Inclined barricade(4)Outside be provided with and drain off floodwaters canal(7).
A kind of 4. mountain valley high roadbed Stone Filled Embankment discharge structure according to claim 2, it is characterised in that the anti-filter every
Absciss layer includes the first metalling(2)Be covered in the first metalling(2)On non-woven geotextile(3).
5. a kind of mountain valley high roadbed Stone Filled Embankment discharge structure according to claim 1, it is characterised in that described to face upward inclined
Barricade(4)Wall the back of the body and Stone Filled Embankment(1)Between be provided with the second metalling(6).
A kind of 6. mountain valley high roadbed Stone Filled Embankment discharge structure according to claim 3, it is characterised in that the canal that drains off floodwaters
(7)Bottom be provided with the 3rd metalling(8).
A kind of 7. mountain valley high roadbed Stone Filled Embankment discharge structure according to claim 1, it is characterised in that the road of rockfilling
Dike(1)Middle building stones particle diameter is 20cm ~ 40cm.
A kind of 8. mountain valley high roadbed Stone Filled Embankment discharge structure according to claim 1, it is characterised in that the road of rockfilling
Dike(1)The side that discharge structure is not provided with both sides is externally provided with gutter(10).
A kind of 9. mountain valley high roadbed Stone Filled Embankment discharge structure according to claim 1, it is characterised in that the embankment root
It is divided into the transition zone between upper strata, lower floor, the upper and lower according to slope gradient difference, the slope gradient on the upper strata is 1:1.5
The slope gradient of the lower floor is 1:1.75.
Priority Applications (1)
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CN201720661657.1U CN207143628U (en) | 2017-06-08 | 2017-06-08 | A kind of mountain valley high roadbed Stone Filled Embankment discharge structure |
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CN201720661657.1U CN207143628U (en) | 2017-06-08 | 2017-06-08 | A kind of mountain valley high roadbed Stone Filled Embankment discharge structure |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109056439A (en) * | 2018-09-20 | 2018-12-21 | 杭州市交通规划设计研究院 | It is close to the multilayered structure and construction method of mountain high-fill roadbed |
CN109083162A (en) * | 2018-08-21 | 2018-12-25 | 中国十七冶集团有限公司 | A kind of infiltration Reinforcing High Slope ejectment system and construction method |
-
2017
- 2017-06-08 CN CN201720661657.1U patent/CN207143628U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109083162A (en) * | 2018-08-21 | 2018-12-25 | 中国十七冶集团有限公司 | A kind of infiltration Reinforcing High Slope ejectment system and construction method |
CN109056439A (en) * | 2018-09-20 | 2018-12-21 | 杭州市交通规划设计研究院 | It is close to the multilayered structure and construction method of mountain high-fill roadbed |
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