CN205742148U - A kind of anatonosis siphon drainge system for hypotonicity slight slope - Google Patents
A kind of anatonosis siphon drainge system for hypotonicity slight slope Download PDFInfo
- Publication number
- CN205742148U CN205742148U CN201620421652.7U CN201620421652U CN205742148U CN 205742148 U CN205742148 U CN 205742148U CN 201620421652 U CN201620421652 U CN 201620421652U CN 205742148 U CN205742148 U CN 205742148U
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- China
- Prior art keywords
- siphon
- pervious concrete
- hypotonicity
- pipe
- drainage
- 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.)
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- 239000011380 pervious concrete Substances 0.000 claims abstract description 33
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 30
- 239000002689 soil Substances 0.000 claims description 22
- 239000003673 groundwater Substances 0.000 claims description 9
- 230000035515 penetration Effects 0.000 claims description 7
- 238000002347 injection Methods 0.000 claims description 5
- 239000007924 injection Substances 0.000 claims description 5
- 230000035699 permeability Effects 0.000 claims description 5
- 238000005086 pumping Methods 0.000 claims description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 2
- 206010047700 Vomiting Diseases 0.000 claims description 2
- 239000000203 mixture Substances 0.000 claims description 2
- 238000007711 solidification Methods 0.000 claims description 2
- 230000008023 solidification Effects 0.000 claims description 2
- 239000010959 steel Substances 0.000 claims description 2
- 230000008673 vomiting Effects 0.000 claims description 2
- 239000004567 concrete Substances 0.000 claims 1
- 230000008901 benefit Effects 0.000 abstract description 3
- 238000002791 soaking Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 8
- 238000005516 engineering process Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 241001074085 Scophthalmus aquosus Species 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009792 diffusion process Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000012279 drainage procedure Methods 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 238000004513 sizing Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
This utility model relates to hyposmosis Geotechnical Engineering technical field of drainage, is specifically related to a kind of anatonosis siphon drainge system for hypotonicity slight slope, is particularly well-suited to the engineering drainage of hyposmosis coefficient water rich strata.It is made up of with siphon drainge system pervious concrete pressure break injected system, for the loess slope with hypotonicity and settlement by soaking, pervious concrete is pressed in hypotonicity Loess Landslide, forms high osmosis network channel, expand single siphon drainage hole and produce the coverage of cone of depression.Drainage efficiency is increased by the permeable network of high osmosis, rely on high-lift siphon principle, subsoil water unnecessary in automatical and efficient real-time discharge side slope, slope underground water position can be controlled below safe water plane, without any external impetus, there is the advantage that cost is low, efficiency is high.
Description
Technical field
The invention belongs to hypotonicity soil body technical field of drainage, be specifically related to a kind of by press-in seepy material formation Thief zone
The water discharge method of property network, is particularly well-suited to the draining of ground and the side slope being made up of hypotonicity soil.
Background technology
In basement process and preventing land slide field, the subsoil water that the discharge soil body is contained within time is the pass of engineering control success or not
Key.But, for the soil body that permeability is the lowest, drainage procedure generally requires long time, largely effects on project progress, carries
In the high unit interval, the displacement of the hypotonicity soil body becomes the main path solving this problem.
At present, in field of foundation treatment, conventional sand drain and plastic draining board are as drainage channel, by the way of piling prepressing
Increase pore water pressure, between the soil body and drainage channel, form bigger hydraulic gradient, the power discharged as subsoil water.This
The kind way engineering time is long, and complex procedures.And in slope treatment, carry out draining frequently with gravity type osculum, the most usually
The puzzlement blocked by osculum.For solving this problem, having scholar to use siphon method that side slope is carried out draining, its advantage is can
To realize automatically controlling of siphon startup, it is difficult to plug-hole, and draining depth is bigger.But this method is in the hypotonicity soil body
There is also some problems.Owing to the permeability of the soil body is low, cause entry into the rate of discharge of groundwater in siphonic system collector pipe little, siphon
Time out is long, has the risk of inefficacy.It addition, hypotonicity often leads to high hydraulic gradient so that siphon drainage cone of depression
Coverage is limited, the low mode in intensive layout siphon drainage hole need to be used to solve this problem, cause quantities to be greatly increased.Cause
This, it is necessary to a kind of method and apparatus of invention, improves the drainage efficiency of the hypotonicity soil body in conjunction with siphon drainge system and affects model
Enclose.
Summary of the invention
Low for the drainage efficiency in the hypotonicity soil body of siphon drainage method in prior art, coverage is little, needs a large amount of
The defects such as manpower and materials, patent of the present invention is to be solved be technical problem is that to be become by seepy material pressure break in the hypotonicity soil body
Net, forms the permeable network of high osmosis.Described anti-reflection technology is possible not only to increase hypotonicity inside soil body drainage area, carries
High drainage efficiency, and can play drainage in the effect of internal reinforcement, soil particle is had filtration, it is ensured that soil
Body will not produce corrosion and destroy.In conjunction with siphon Auto-drainage, automatically recover, effective feature steady in a long-term, it is achieved hypotonicity
Efficient, the stable and safety drain of the soil body.The soil body type that subsoil water content is high, permeability is low, such as loess, silty clay etc..
The technical solution adopted for the present invention to solve the technical problems is:
A kind of anatonosis siphon drainge system for hypotonicity slight slope, it is characterised in that: the described anatonosis for hypotonicity slight slope
Siphon drainge system includes that pressure break injected system and siphon drainge system, described pressure break injected system include high-pressure pump, boring set
Pipe, pervious concrete, described siphon drainge system includes siphon, collecting-tank, and siphon drainge system is that lift is higher than 10m
High-lift siphon drainge system, for automatically starting siphon when groundwater table rise, discharge subsoil water in stratum, control in real time
Level of ground water processed is below a safety level.
The borehole casing of pressure break injected system by pervious concrete pumping outlet, trocar sheath joint, inner sleeve pipe close, inner sleeve,
Outer sleeve, orientation inject tube head, water penetration collector pipe composition, and orientation injection tube head is arranged on low by boring by borehole casing
Precalculated position in permeability slight slope, adjusts orientation and injects tube head position, it is ensured that the injection direction of pervious concrete.High-pressure pump with
Pervious concrete pumping outlet be connected, pervious concrete is injected between inner sleeve and outer sleeve, then by pervious concrete from
Orientation is injected tube head and is injected hypotonicity slight slope, and pervious concrete develops along soil body weakness zone, at fracturing stratum ground simultaneously,
Whole crevice space can be full of and solidify, forming space high osmosis drainage network, after pervious concrete solidification, take off boring set
The trocar sheath joint of pipe, inner sleeve pipe close, make the inner sleeve of borehole casing be connected with the siphon of siphon drainge system, by water
Inversely pour into siphon and enter the collector pipe of lower end, reducing siphon pipe lower end elevation, making pipe lower end elevation less than pipe upper end
Elevation, it is achieved initial siphon, subsoil water enters orientation by space high osmosis drainage network and injects tube head, then by permeable mixed
Solidifying soil and water penetration collector pipe enter inner sleeve, then by siphon, water are discharged to collecting-tank.
The described anatonosis siphon drainge system for hypotonicity slight slope, it is characterised in that: described pervious concrete, oozes
Coefficient reaches 0.01～0.02m/d thoroughly, uses a small amount of cement mortar to add such as graded aggregate, forms the permeable structure of high voidage, as
Seepage action of ground water passage.After press-in loess, formed centered by collector pipe, to the drainage network of surrounding diffusion.
Described borehole casing is double-tube structure, is pervious concrete injection channel between inner sleeve and outer sleeve.
Described siphon uses internal diameter polyurethane (PU) siphon less than 5mm, during siphon is flowed, and can be with shape
Become slug flow, air will not be occurred to accumulate.
It is 10MPa that described high-pressure pump maximum is available for pressure, according to orientation inject tube head present position, overlying soil thickness with
And the osculum spacing related to determines high-pressure pump pressure.
The inner sleeve of described borehole casing uses PVC, simultaneously as siphonal placement passage.
The outer sleeve of described borehole casing uses steel pipe, and pipe end arranges sizing tube head, and orientation tube head is same in boring procedure
Shi Zuowei drill bit.
The invention has the beneficial effects as follows and be mainly manifested in:
1, the slope drainage system of the present invention utilizes high-lift siphon principle, subsoil water unnecessary in automatical and efficient real-time discharge side slope, energy
Control slope underground water position below safe water plane, it is not necessary to any external impetus；
2, pervious concrete is pressed in hypotonicity Loess Landslide by the present invention by high pressure, forms high osmosis network channel, expands single
Individual siphon drainage hole produces the coverage of cone of depression；
3, the high osmosis network channel that the present invention is formed, has draining concurrently and reinforces two functions, increases soil while lowering of watertable
Body shearing strength, improves Side Slope Safety Coefficient；
4, present invention is specifically directed to the loess slope with hypotonicity and settlement by soaking, increase drainage efficiency by the permeable network of high osmosis,
Rely on siphon drainage technology Auto-drainage, there is the advantage that cost is low, efficiency is high.
Accompanying drawing explanation
Fig. 1 is the know-why overall diagram of the present invention；
Fig. 2 is the borehole casing axial section of the present invention；
Fig. 3 is the borehole casing radial cutaway view of the present invention；
In figure: 1 level of ground water；2 space high osmosis drainage networks；3 borehole casings；4 hypotonicity slight slopes；5 siphons；6 collection
Pond；7 pervious concrete pumping outlets；8 trocar sheath joints；9 inner sleeve pipe closes；10 inner sleeves；11 outer sleevees；12
Orientation injects tube head；13 water penetration collector pipes；14 pervious concretes.
Detailed description of the invention
The present invention provides a kind of anatonosis siphon drainge system for hypotonicity slight slope, described for hypotonicity slight slope
Anatonosis siphon drainge system includes that pressure break injected system and siphon drainge system, described pressure break injected system include high-pressure pump, brill
Hole sleeve 3, pervious concrete 14；Described siphon drainge system includes siphon 5, collecting-tank 6, and siphon drainge system is for raising
The journey high-lift siphon drainge system higher than 10m, for automatically starting siphon when groundwater table rise, discharges in stratum in real time
Subsoil water, controlling groundwater level is below a safety level, and the borehole casing 3 of pressure break injected system is pumped by pervious concrete
Mouth 7, trocar sheath joint 8, inner sleeve pipe close 9, inner sleeve 10, outer sleeve 11, orientation inject tube head 12, water penetration
Collector pipe 13 forms, and orientation is injected tube head 12 by boring and is arranged on the pre-determined bit in hypotonicity slight slope 4 by borehole casing 3
Putting, adjust orientation and inject tube head 12 position, it is ensured that the injection direction of pervious concrete 14, high-pressure pump pumps with pervious concrete
Mouthfuls 7 are connected, and are injected by pervious concrete 14 between inner sleeve 10 and outer sleeve 11, then by pervious concrete 14 from
Orientation is injected tube head 12 and is injected hypotonicity slight slope 4, and pervious concrete 14 develops along soil body weakness zone, at fracturing stratum
Ground, meanwhile, it is capable to be full of whole crevice space and solidify, forms space high osmosis drainage network 2, and pervious concrete 14 coagulates
Take off the trocar sheath joint 8 of borehole casing 3, inner sleeve pipe close 9 after Gu, make the inner sleeve 10 of borehole casing 3 arrange with siphon
The siphon 5 of water system is connected, and by watery vomiting to pouring into siphon 5 and entering the collector pipe 13 of lower end, reduces under siphon 5 pipe
End elevation, makes the pipe lower end elevation elevation less than pipe upper end, it is achieved initial siphon, and subsoil water passes through high osmosis drainage network, space
Network 2 enters orientation and injects tube head 12, then enters inner sleeve 10 by pervious concrete 14 and water penetration collector pipe 13, then leads to
Cross 5 water of siphon and be discharged to collecting-tank 6.
Claims (1)
1. the anatonosis siphon drainge system for hypotonicity slight slope, it is characterised in that: the described increasing for hypotonicity slight slope
Ooze siphon drainge system and include that pressure break injected system and siphon drainge system, described pressure break injected system include high-pressure pump, boring
Sleeve pipe (3), pervious concrete (14)；Described siphon drainge system includes siphon (5), collecting-tank (6), siphon drainage
System is the high-lift siphon drainge system that lift is higher than 10m, for automatically starting siphon when groundwater table rise, arranges in real time
Going out subsoil water in stratum, controlling groundwater level is below a safety level, and the borehole casing (3) of pressure break injected system is by permeable
Concrete pumping mouth (7), trocar sheath joint (8), inner sleeve pipe close (9), inner sleeve (10), outer sleeve (11),
Orientation injects tube head (12), water penetration collector pipe (13) composition, and orientation is injected tube head (12) by boring by borehole casing (3)
It is arranged on the precalculated position in hypotonicity slight slope (4), adjusts orientation and inject the position of tube head (12), it is ensured that pervious concrete
(14) injection direction, high-pressure pump is connected with pervious concrete pumping outlet (7), and pervious concrete (14) is injected internal sleeve
Between pipe (10) and outer sleeve (11), then pervious concrete (14) is injected tube head (12) from orientation and inject hypotonic
Property slight slope (4) thoroughly, pervious concrete (14) develops along soil body weakness zone, at fracturing stratum ground meanwhile, it is capable to be full of
Whole crevice space also solidifies, and forms space high osmosis drainage network (2), takes off boring after pervious concrete (14) solidification
The trocar sheath joint (8) of sleeve pipe (3), inner sleeve pipe close (9), make inner sleeve (10) and the siphon of borehole casing (3)
The siphon (5) of drainage system is connected, and by watery vomiting to pouring into siphon (5) and entering the collector pipe (13) of lower end, reduces rainbow
Suction pipe (5) pipe lower end elevation, makes the pipe lower end elevation elevation less than pipe upper end, it is achieved initial siphon, and subsoil water is high by space
Permeability drainage network (2) enters orientation and injects tube head (12), then by pervious concrete (14) and water penetration collector pipe (13)
Enter inner sleeve (10), then by siphon (5), water is discharged to collecting-tank (6), described pervious concrete (14), ooze
Coefficient reaches 0.01～0.02m/d thoroughly, and the inner sleeve (10) of described borehole casing (3) uses PVC, described
Borehole casing (3) outer sleeve (11) use steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620421652.7U CN205742148U (en) | 2016-05-05 | 2016-05-05 | A kind of anatonosis siphon drainge system for hypotonicity slight slope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620421652.7U CN205742148U (en) | 2016-05-05 | 2016-05-05 | A kind of anatonosis siphon drainge system for hypotonicity slight slope |
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| Publication Number | Publication Date |
|---|---|
| CN205742148U true CN205742148U (en) | 2016-11-30 |
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| CN201620421652.7U Expired - Fee Related CN205742148U (en) | 2016-05-05 | 2016-05-05 | A kind of anatonosis siphon drainge system for hypotonicity slight slope |
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| CN (1) | CN205742148U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111206563A (en) * | 2020-01-15 | 2020-05-29 | 浙江大学 | Slope siphon drainage device with composite pipe diameter |
-
2016
- 2016-05-05 CN CN201620421652.7U patent/CN205742148U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111206563A (en) * | 2020-01-15 | 2020-05-29 | 浙江大学 | Slope siphon drainage device with composite pipe diameter |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161130 Termination date: 20170505 |
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| CF01 | Termination of patent right due to non-payment of annual fee |