CN207092156U - A kind of seepage proof curtain for releasing collapsible loess foundation settlement by soaking is with level every infiltration level structure - Google Patents
A kind of seepage proof curtain for releasing collapsible loess foundation settlement by soaking is with level every infiltration level structure Download PDFInfo
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- CN207092156U CN207092156U CN201721011870.4U CN201721011870U CN207092156U CN 207092156 U CN207092156 U CN 207092156U CN 201721011870 U CN201721011870 U CN 201721011870U CN 207092156 U CN207092156 U CN 207092156U
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- collapsible loess
- infiltration layer
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- 230000008595 infiltration Effects 0.000 title claims abstract description 48
- 238000001764 infiltration Methods 0.000 title claims abstract description 48
- 238000002791 soaking Methods 0.000 title claims abstract description 16
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 238000005056 compaction Methods 0.000 claims description 4
- 239000004746 geotextile Substances 0.000 claims description 3
- 239000002689 soil Substances 0.000 abstract description 16
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 7
- 229920006395 saturated elastomer Polymers 0.000 abstract description 4
- 230000007613 environmental effect Effects 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 2
- 241001252483 Kalimeris Species 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000008030 elimination Effects 0.000 description 1
- 238000003379 elimination reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000012876 topography Methods 0.000 description 1
Abstract
Belong to building field, every infiltration level structure to solve the problems, such as the saturated yielding of big thickness collapsible loess foundation with level the utility model discloses a kind of seepage proof curtain for releasing collapsible loess foundation settlement by soaking.A kind of seepage proof curtain for releasing collapsible loess foundation settlement by soaking is with level every infiltration level structure, level is divided on building basis every infiltration layer, vertical grouting curtain is provided with around the building basis above infiltration layer in level, lower curtain is provided with around the collapsible loess below the infiltration layer in level.The utility model principle ensures that the lower foundation soil in basis is not soaked, so as to play the bearing capacity of original soil, does not produce saturated yielding to block the seepage water source in ground, during using pile foundation, does not produce negative friction.The utility model cost is cheap, has good environmental benefit.
Description
Technical field
The utility model belongs to building field, more particularly to a kind of antiseepage curtain for releasing collapsible loess foundation settlement by soaking
Curtain is with level every infiltration level structure.
Background technology
Collapsible loess be one kind under drying regime, there is higher-strength and compared with low compressibility, meet after water certain outer
A kind of Special Rock of intensity rapid drawdown under power effect or Gravitative Loads.It is distributed widely in China Gansu, Ningxia, Shaanxi and Shanxi
Deng Loess Plateau, wherein most representative with 03 kalimeris group loess.Collapsible loess is a kind of soil of special nature, its
Soil property is more uniform, short texture, space development.When not by water-soaked, foundation bearing capacity is higher, and compressibility is smaller.Once meet
Water and under pressure, when intensity remaining in the soil body is insufficiently resistant to the structural stress in the soil body, soil structures are rapid
Destroy, and significant depression occurs, the saturated yielding of the collapsible loess foundation soil body has great harmfulness to engineering construction, therefore locates
The method for managing collapsible loess foundation is also increasing.The method of existing processing collapsible loess foundation is divided into two kinds:One kind is
The pile foundation of yellow soil horizon of collapsibility is penetrated, another kind is elimination(Or partially remove)The settlement by soaking of the lower yellow soil horizon of collapsibility in basis.
Utility model content
The purpose of this utility model be to provide a kind of seepage proof curtain for releasing collapsible loess foundation settlement by soaking with it is horizontal every
Infiltration level structure, big thickness collapsible loess foundation soil structure is loose, space is developed to solve, and meets what intensity after water declined rapidly
Problem.
Technical solutions of the utility model are as follows:A kind of seepage proof curtain for releasing collapsible loess foundation settlement by soaking with it is horizontal every
Infiltration level structure, level is divided on building basis every infiltration layer, is provided with and hangs down around the building basis above infiltration layer in level
Straight seepage proof curtain, lower curtain is provided with around the collapsible loess below the infiltration layer in level.
Further, as first way of the present utility model, the lower curtain is native curtain, in level every in infiltration layer
Provided with horizontal leakage preventing film.
Further, as the second way of the present utility model, the lower curtain is native curtain, in vertical grouting curtain
With longitudinal antiseepage film is provided with native curtain, in level every being provided with horizontal leakage preventing film in infiltration layer.
Further, as the third mode of the present utility model, the lower curtain is native curtain, in vertical grouting curtain
With longitudinal antiseepage film is provided with native curtain, in level every being provided with horizontal leakage preventing film and reinforcing layer in infiltration layer.
Further, above-mentioned antiseepage film is geomembrane.
Further, above-mentioned reinforcing layer is geotextiles or GSZ.
Further, it is compacted curtain as the 4th kind of mode of the present utility model, lower curtain, is provided with compaction pile;
It is horizontal every infiltration layer be concrete every infiltration layer.
The utility model principle ensures that the lower foundation soil in basis is not soaked, so as to send out to block the seepage water source in ground
The bearing capacity of original soil is waved, does not produce saturated yielding, during using pile foundation, does not produce negative friction.The utility model cost is cheap, tool
There is good environmental benefit.
Brief description of the drawings:
Fig. 1 is the structural representation of the first embodiment of the utility model;
Fig. 2 is plan of the level below infiltration layer in Fig. 1;
Fig. 3 is the structural representation of second of embodiment of the utility model;
Fig. 4 is plan of the level below infiltration layer in Fig. 3;
Fig. 5 is the structural representation of the third embodiment of the utility model;
Fig. 6 is plan of the level below infiltration layer in Fig. 5.
Reference implication is as follows:Native curtain(1), collapsible loess(2), vertical grouting curtain(3), outdoor ground(4)、
Building basis(5), longitudinal antiseepage film(6), compaction pile(7), between stake by compacted soil(8);Level is every infiltration layer(10);Horizontal leakage preventing
Film(61).
Embodiment
The utility model is described in more detail below in conjunction with the accompanying drawings.
The utility model seepage proof curtain is close to build(Structure)Under ground portion peripheral disposition is built, the vertical scope of curtain is outdoor ground
Less than 4 determine to yellow soil horizon of collapsibility bottom or according to seepage calculation.
A kind of seepage proof curtain for releasing collapsible loess foundation settlement by soaking and level are every infiltration level structure, on building basis 5
Level is divided into every infiltration layer 10, vertical grouting curtain 3 is provided with around the building basis 5 above infiltration layer 10 in level, in water
It is flat to be provided with lower curtain around the collapsible loess 2 of the lower section of infiltration layer 10.
As a kind of embodiment, lower curtain is native curtain 1, and level is that element is native or dirt is every infiltration layer every infiltration layer 10.
As another way of the present utility model, the lower curtain is native curtain 1, in level every being provided with water in infiltration layer 10
Flat antiseepage film 61.As illustrated in fig. 1 and 2.
As another way of the present utility model, the lower curtain is native curtain 1, in vertical grouting curtain 3 and native curtain
Longitudinal antiseepage film 6 is provided with curtain 1, in level every being provided with horizontal leakage preventing film 61 in infiltration layer 10.As shown in Figures 3 and 4.
Further, as another way of the present utility model, the lower curtain is native curtain 1, in vertical seepage control curtain
Longitudinal antiseepage film 6 is provided with curtain 3 and native curtain 1, in level every being provided with horizontal leakage preventing film 61 and reinforcing layer in infiltration layer 10.Reinforcing layer
For geotextiles or GSZ.
Above-mentioned antiseepage film is geomembrane.
As another way of the present utility model, lower curtain is compacted curtain, is provided with compaction pile 7, adjacent compacted
By compacted soil between stake between stake 7(8);It is horizontal every infiltration layer 10 be concrete every infiltration layer.As illustrated in Figures 5 and 6.
In use, comprise the following steps:A. longitudinal antiseepage curtain is arranged according to building basic scope, site topography unwrapping wire
Curtain;B. the arrangement of the following seepage proof curtain in building basis is carried out, forms the seepage proof curtain of closing;C. laying is horizontal every infiltration layer 10,
D. the arrangement of seepage proof curtain 3 around it is finally carried out.
Claims (7)
1. a kind of seepage proof curtain for releasing collapsible loess foundation settlement by soaking is with level every infiltration level structure, it is characterised in that:Building
Build thing basis(5)Level is divided into every infiltration layer(10), in level every infiltration layer(10)The building basis of top(5)Around be provided with hang down
Straight seepage proof curtain(3), in level every infiltration layer(10)The collapsible loess of lower section(2)Around be provided with lower curtain.
2. a kind of seepage proof curtain for releasing collapsible loess foundation settlement by soaking according to claim 1 is with level every infiltration layer knot
Structure, it is characterised in that:The lower curtain is native curtain(1), in level every infiltration layer(10)In be provided with horizontal leakage preventing film(61).
3. a kind of seepage proof curtain for releasing collapsible loess foundation settlement by soaking according to claim 1 is with level every infiltration layer knot
Structure, it is characterised in that:The lower curtain is native curtain(1), in vertical grouting curtain(3)With native curtain(1)Prevent the interior longitudinal direction that is provided with
Ooze film(6), in level every infiltration layer(10)In be provided with horizontal leakage preventing film(61).
4. a kind of seepage proof curtain for releasing collapsible loess foundation settlement by soaking according to claim 1 is with level every infiltration layer knot
Structure, it is characterised in that:The lower curtain is native curtain(1), in vertical grouting curtain(3)With native curtain(1)Prevent the interior longitudinal direction that is provided with
Ooze film(6), in level every infiltration layer(10)In be provided with horizontal leakage preventing film(61)And reinforcing layer.
5. a kind of seepage proof curtain of releasing collapsible loess foundation settlement by soaking according to any one in claim 2-4 with
Level is every infiltration level structure, it is characterised in that:The antiseepage film is geomembrane.
6. a kind of seepage proof curtain for releasing collapsible loess foundation settlement by soaking according to claim 4 is with level every infiltration layer knot
Structure, it is characterised in that:The reinforcing layer is geotextiles or GSZ.
7. a kind of seepage proof curtain for releasing collapsible loess foundation settlement by soaking according to claim 1 is with level every infiltration layer knot
Structure, it is characterised in that:Lower curtain is compacted curtain, is provided with compaction pile(7);Level is every infiltration layer(10)It is concrete every oozing
Layer.
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CN201721011870.4U CN207092156U (en) | 2017-08-14 | 2017-08-14 | A kind of seepage proof curtain for releasing collapsible loess foundation settlement by soaking is with level every infiltration level structure |
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CN201721011870.4U CN207092156U (en) | 2017-08-14 | 2017-08-14 | A kind of seepage proof curtain for releasing collapsible loess foundation settlement by soaking is with level every infiltration level structure |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107313468A (en) * | 2017-08-14 | 2017-11-03 | 兰州有色冶金设计研究院有限公司 | A kind of seepage proof curtain for releasing collapsible loess foundation settlement by soaking is with level every infiltration level structure and method |
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2017
- 2017-08-14 CN CN201721011870.4U patent/CN207092156U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107313468A (en) * | 2017-08-14 | 2017-11-03 | 兰州有色冶金设计研究院有限公司 | A kind of seepage proof curtain for releasing collapsible loess foundation settlement by soaking is with level every infiltration level structure and method |
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