CN109577122A - A kind of vertical drainage road structure based on electro-osmosis method - Google Patents

A kind of vertical drainage road structure based on electro-osmosis method Download PDF

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Publication number
CN109577122A
CN109577122A CN201811496759.8A CN201811496759A CN109577122A CN 109577122 A CN109577122 A CN 109577122A CN 201811496759 A CN201811496759 A CN 201811496759A CN 109577122 A CN109577122 A CN 109577122A
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China
Prior art keywords
roadbed
tgxg
electro
cess
cathode
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CN201811496759.8A
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Chinese (zh)
Inventor
张锋
唐康为
王冠夫
冯德成
史盛
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Harbin Institute of Technology
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Harbin Institute of Technology
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Priority to CN201811496759.8A priority Critical patent/CN109577122A/en
Publication of CN109577122A publication Critical patent/CN109577122A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C3/00Foundations for pavings
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C3/00Foundations for pavings
    • E01C3/06Methods or arrangements for protecting foundations from destructive influences of moisture, frost or vibration
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F5/00Draining the sub-base, i.e. subgrade or ground-work, e.g. embankment of roads or of the ballastway of railways or draining-off road surface or ballastway drainage by trenches, culverts, or conduits or other specially adapted means

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Separation Using Semi-Permeable Membranes (AREA)

Abstract

A kind of vertical drainage road structure based on electro-osmosis method, it is related to highway bed construction and guarded drainage technical field, outside moisture can not be prevented to enter formation moisture enriched layer inside roadbed in order to solve the prior art, also white-out can not be carried out to the moisture more than needed being trapped in inside roadbed in the thawing phase, the problem of causing moisture enriched layer to cause freeze-thaw damage in Frozen-thawed cycled, weakening roadbed service performance and reduce roadbed service life.Upper roadbed, lower roadbed and roadbed substrate are from top to bottom cascading, roadbed substrate two sides mirror symmetry is provided with rhone, one layer of anode conducting TGXG is equipped in upper roadbed, one layer of cathode conduction TGXG and Duo Gen cess are equipped in lower roadbed, the lower surface of cess abutting cathode conduction TGXG, moisture in the soil body is oriented to rhone after being collected by cess, the cathode of the positive jointed anode conduction TGXG of DC power supply, DC power supply connects cathode conduction TGXG.The present invention is suitable for roadbed.

Description

A kind of vertical drainage road structure based on electro-osmosis method
Technical field
The present invention relates to highway subgrades and guarded drainage technical field, and in particular to a kind of vertical drainage based on electro-osmosis method Road structure.
Background technique
Seasonal frost region roadbed will form moisture enriched layer after Frozen-thawed cycled, exist so that roadbed moisture content increase, Modulus reduces, so that serious differential settlement, frost boiling disease occur under the dynamic loads effect that road surface is transmitted, seriously affects The working condition and service life of roadbed greatly restrict the safety and high efficiency of road, give people's lives and properties Safety and socio-economic development bring great hidden danger.
Currently, passing through subgrade drainage frequently with two kinds of technologies.One is on the ground, underground construct pumping equipment, pass through Rainwater, side slope charge for remittance, thawing snow-broth are guided convergence and are discharged by the collaborative work of gutter, gutter, underdrain, seepage well etc. Outside roadbed range;Another kind be by roadbed self structure carry out special designing, in road structure layer be arranged water barrier into Row antiseepage.Diversified subgrade drainage improved device and measure have been derived on this basis, such as have been arranged in road bed Draining, which is slipped through the net, carries out flow adjusting and sandstone filtering, or the connection method of water discharge member is changed to elasticity by existing rigid connection Connection also or below native base of building the road is arranged for absorbing or being isolated seepage in underground to avoid the destruction under external force Hygroscopic fibre material and coarse-grained soil to accelerate subgrade drainage to consolidate, and are mixed the fiber soil to be formed and filled out by colloid layer It builds in roadbed, prevents washing away for rainfall infiltration side slope.These devices and measure to a certain extent can be by Lu Biao and roads Ponding part discharge in base, and completely cut off roadbed and contacted with underground water and capillary water, roadbed moisture constant is kept, roadbed is maintained Stablize.But practical engineering experience summarizes discovery, and subgrade drainage methods all at present all has limitation, can not really prevent Outside moisture under congelation enter roadbed inside formed moisture enriched layer, also can not to melt the phase because can not naturally osmotic row It is trapped in moisture more than needed inside roadbed out and carries out white-out, the roadbed that can only be left departing from optimum humidity state is subsequent Serious frozen swell and melt settlement occurs in unfreezing to destroy, its working performance is caused sharply to decline, service life shortens rapidly, influences Road operation state.
Summary of the invention
The purpose of the present invention is to solve the prior arts, and outside moisture can not be prevented to enter in roadbed under congelation Portion forms moisture enriched layer, also can not carry out white-out to the moisture more than needed being trapped in inside roadbed in the thawing phase, cause moisture rich Collection layer causes serious freeze-thaw damage in subsequent Frozen-thawed cycled, weakens roadbed service performance and reduces roadbed service life Problem, to provide a kind of vertical drainage road structure based on electro-osmosis method.
A kind of vertical drainage road structure based on electro-osmosis method of the present invention, including upper roadbed 3, anode conducting geotechnique Grid 4, lower roadbed 5, cathode conduction TGXG 6, more cesses 7, rhone 8, roadbed substrate 9, DC power supply and Humidity sensor;
Upper roadbed 3, lower roadbed 5 and roadbed substrate 9 are from top to bottom cascading, 9 two sides mirror symmetry of roadbed substrate It is provided with rhone 8, one layer of anode conducting TGXG 4 is equipped in upper roadbed 3, the conductive soil of one layer of cathode is equipped in lower roadbed 5 Work grid 6 and Duo Gen cess 7, cess 7 are close to the lower surface of cathode conduction TGXG 6, the water in the soil body Divide and is oriented to rhone 8 after being collected by cess 7;
When the humidity of upper roadbed 3 and lower roadbed 5 that humidity sensor detects is all larger than design humidity, DC power supply is opened It is dynamic;The cathode of the positive jointed anode conduction TGXG 4 of DC power supply, DC power supply connects cathode conduction TGXG 6.
Preferably, anode conducting TGXG 4 and cathode conduction TGXG 6 the distance of vertical direction be 20cm~ 40cm。
Preferably, anode conducting TGXG 4 and cathode conduction TGXG 6 are by reinforced grating incorporation conductive carbon fibres Dimension is made.
Preferably, cess 7 is cylinder type hollow drainpipe, and cess 7 is close to the conductive geotechnological lattice of cathode The side wall of 6 side of grid is equipped with round hole.
Preferably, further include geotextiles, wrap up cess 7 using geotextiles.
It preferably, further include top course 1 and sub-surface 2;
Top course 1 is located at top layer, and sub-surface 2 is between top course 1 and upper roadbed 3.
Preferably, DC power supply is provided by solar panel or road photovoltaic generating system.
Beneficial effects of the present invention:
1, the present invention is a kind of vertical drainage road structure based on electro-osmosis method, is suitable for rich groundwater, unfreezing The subgrade drainage in significant area, can be by the discharge of the moisture in the water-enriched layer to be formed is gathered in migration under unfreezing inside roadbed Roadbed, so that roadbed is maintained at optimum humidity state, it is ensured that roadbed has good working order;
2. present invention only requires two layers of conductive TGXG is laid in roadbed, compared to being required in current subgrade construction It is laid with for one layer of TGXG and increases only one layer of TGXG, working procedure only increases together, and construction method is easy;
3. the conductive TGXG that the present invention uses not only had been able to achieve original reinforcement roadbed function, but also was able to achieve new draining Function is killed two birds with one stone.
Detailed description of the invention
Fig. 1 is a kind of structural representation of the vertical drainage road structure based on electro-osmosis method described in specific embodiment one Figure;
Fig. 2 is the structural schematic diagram of the conductive TGXG in specific embodiment one;
Fig. 3 is the structural schematic diagram of the cess in specific embodiment four.
Specific embodiment
Specific embodiment 1: illustrating present embodiment, a kind of base described in present embodiment in conjunction with Fig. 1 and Fig. 2 In the vertical drainage road structure of electro-osmosis method, including the conductive geotechnique of upper roadbed 3, anode conducting TGXG 4, lower roadbed 5, cathode Grid 6, more cesses 7, rhone 8, roadbed substrate 9, DC power supply and humidity sensor;
Upper roadbed 3, lower roadbed 5 and roadbed substrate 9 are from top to bottom cascading, 9 two sides mirror symmetry of roadbed substrate It is provided with rhone 8, one layer of anode conducting TGXG 4 is equipped in upper roadbed 3, the conductive soil of one layer of cathode is equipped in lower roadbed 5 Work grid 6 and Duo Gen cess 7, cess 7 are close to the lower surface of cathode conduction TGXG 6, the water in the soil body Divide and is oriented to rhone 8 after being collected by cess 7;
When the humidity of upper roadbed 3 and lower roadbed 5 that humidity sensor detects is all larger than design humidity, DC power supply is opened It is dynamic;The cathode of the positive jointed anode conduction TGXG 4 of DC power supply, DC power supply connects cathode conduction TGXG 6.
It further include top course 1 and sub-surface 2 in present embodiment;
Top course 1 is located at top layer, and sub-surface 2 is between top course 1 and upper roadbed 3.
Roadbed substrate 9 is cutting or embankment.
Anode conducting TGXG 4 is identical with the structure of cathode conduction TGXG 6, as shown in Figure 2.
The principle of the present invention: anode conducting TGXG 4 connects DC power anode, and (power supply can be mentioned by solar panel For), cathode conduction TGXG 6 connects DC power cathode, and electric current is via DC power supply, anode conducting TGXG 4, upper road 3 partial regions of bed, 5 partial region of lower roadbed, cathode conduction TGXG 6 form closed circuit;Anode conducting TGXG 4 with 3 partial region of upper roadbed and lower 5 partial region of roadbed among cathode conduction TGXG 6 generate electric field, and direction of an electric field is by sun Extremely conductive TGXG 4 is directed toward cathode conduction TGXG 6.Electroosmosis will occur for the unsaturated soil in electric field region, Moisture in the soil body will be migrated from anode to cathodic migration from anode conducting TGXG 4 to cathode conduction TGXG 6, And it is collected after reaching at cathode conduction TGXG 6 by cess 7 and is oriented to outside roadbed by rhone.
Specific embodiment 2: present embodiment is to a kind of based on the vertical of electro-osmosis method described in specific embodiment one Draining road structure is described further, and in present embodiment, anode conducting TGXG 4 and cathode conduction TGXG 6 exist The distance of vertical direction is 20cm~40cm.
Specific embodiment 3: present embodiment is to a kind of based on the vertical of electro-osmosis method described in specific embodiment two Draining road structure is described further, and in present embodiment, anode conducting TGXG 4 and cathode conduction TGXG 6 are equal It is made of reinforced grating incorporation conductive carbon fibre.To have good electric conductivity.Conductive carbon fibre is mixed using reinforced grating Not only it had been able to achieve original reinforcement roadbed function, but also has been able to achieve new drain function.
Specific embodiment 4: illustrating present embodiment in conjunction with Fig. 3, present embodiment is to specific embodiment three A kind of vertical drainage road structure based on electro-osmosis method is described further, and in present embodiment, cess 7 is Cylinder type hollow drainpipe, side wall of the cess 7 close to 6 side of cathode conduction TGXG are equipped with round hole.It is porous Drainpipe 7 bores round hole by cylinder type hollow drainpipe and forms.There is round hole side when laying upward, no round hole side court Under.
Further include geotextiles in present embodiment, wraps up cess 7 using geotextiles.Geotextiles play anti-filter Effect prevents soil from entering cess 7 by round hole, blocks round hole.
A kind of construction method of the vertical drainage road structure based on electro-osmosis method the following steps are included:
Step 1: determining the position for the moisture enriched layer that freeze thawing is formed first, can be adjusted by indoor model test or scene It grinds to obtain the position that the moisture enriched layer to be formed is assembled in region roadbed water translocation under unfreezing;When moisture enriched layer position 20~60cm below upper roadbed top surface, then anode conducting TGXG should be located at the 20cm of upper roadbed top surface or less, cathode Conductive TGXG should be located at the 60cm of upper roadbed top surface or less.
Step 2: after the completion of cutting or embankments construction, the lower total 50cm of roadbed, which divides two layers, to be filled, and first placement grinding 20cm is thick One layer, the cess 7 wrapped up by geotextiles is then laid in the vertical road direction of advance in surface, and in porous draining Pipe surface is laid with cathode conduction TGXG 6, and then one layer of placement grinding 30cm thickness, in this layer along perpendicular after filling Histogram lays a humidity sensor to every 10cm;
Step 3: after lower roadbed construction, the upper total 30cm of roadbed, which equally divides two layers, to be filled, first placement grinding 10cm thickness One layer, and a humidity sensor is laid on surface, it is then laid with anode conducting TGXG 4, then placement grinding 20cm is thick One layer;
Step 4: two rhones 8 are symmetrically dug in the two sides of cutting or embankment;
Step 4: by anode conducting TGXG and cathode conduction TGXG be respectively connected to DC power supply anode and Cathode, and humidity sensor signal is accessed into power-supply system, when monitoring that humidity is greater than design humidity, just start DC power supply Electric osmose is carried out, excessive moisture is discharged, roadbed moisture content then disconnects power supply after dropping to optimum moisture content immediately, stops electric osmose.
It is obvious to a person skilled in the art that invention is not limited to the details of the above exemplary embodiments, Er Qie In the case where without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the present invention is by appended power Benefit requires rather than above description limits, it is intended that all by what is fallen within the meaning and scope of the equivalent elements of the claims Variation is included within the present invention.

Claims (7)

1. a kind of vertical drainage road structure based on electro-osmosis method, which is characterized in that including upper roadbed (3), anode conducting geotechnique Grid (4), lower roadbed (5), cathode conduction TGXG (6), more cesses (7), rhone (8), roadbed substrate (9), DC power supply and humidity sensor;
Upper roadbed (3), lower roadbed (5) and roadbed substrate (9) are from top to bottom cascading, roadbed substrate (9) two sides mirror image It is symmetrically arranged with rhone (8), one layer of anode conducting TGXG (4) is equipped in upper roadbed (3), is equipped with one in lower roadbed (5) Layer cathode conduction TGXG (6) He Duogen cess (7), cess (7) are close to cathode conduction TGXG (6) Lower surface, the moisture in the soil body is oriented to rhone (8) after being collected by cess (7);
When the humidity of upper roadbed (3) and lower roadbed (5) that humidity sensor detects is all larger than design humidity, DC power supply is opened It is dynamic;The cathode of the positive jointed anode conduction TGXG (4) of DC power supply, DC power supply connects cathode conduction TGXG (6)。
2. a kind of vertical drainage road structure based on electro-osmosis method according to claim 1, which is characterized in that the anode Conductive TGXG (4) and cathode conduction TGXG (6) are 20cm~40cm in the distance of vertical direction.
3. a kind of vertical drainage road structure based on electro-osmosis method according to claim 1, which is characterized in that the anode Conductive TGXG (4) and cathode conduction TGXG (6) are made of reinforced grating incorporation conductive carbon fibre.
4. a kind of vertical drainage road structure based on electro-osmosis method according to claim 1, which is characterized in that described porous Drainpipe (7) is cylinder type hollow drainpipe, and cess (7) is on the side wall of cathode conduction TGXG (6) side Equipped with round hole.
5. a kind of vertical drainage road structure based on electro-osmosis method according to claim 1, which is characterized in that further include soil Work cloth wraps up cess (7) using geotextiles.
6. a kind of vertical drainage road structure based on electro-osmosis method according to claim 1, which is characterized in that further include road Face surface layer (1) and sub-surface (2);
Top course (1) is located at top layer, and sub-surface (2) is located between top course (1) and upper roadbed (3).
7. a kind of vertical drainage road structure based on electro-osmosis method according to claim 1, which is characterized in that DC power supply It is provided by solar panel or road photovoltaic generating system.
CN201811496759.8A 2018-12-07 2018-12-07 A kind of vertical drainage road structure based on electro-osmosis method Pending CN109577122A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110644309A (en) * 2019-09-26 2020-01-03 山东大学 Roadbed drainage structure, system and construction method
CN111827257A (en) * 2020-06-28 2020-10-27 河海大学 Self-drainage solidified soil roadbed structure and construction method
CN115976899A (en) * 2022-12-28 2023-04-18 河北工业大学 Geogrid capable of actively regulating humidity and accurately judging catastrophe and application thereof
CN117403495A (en) * 2023-12-11 2024-01-16 中南大学 Embankment drainage structures and reinforced composite embankment

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101956355A (en) * 2010-06-25 2011-01-26 中交第二公路勘察设计研究院有限公司 Subgrade structure for preventing and controlling road damage in seasonal frozen regions
CN105649005A (en) * 2016-01-27 2016-06-08 浙江大学 Geogrid combined grouting electro-osmosis construction method for ultra-soft soil
CN105839614A (en) * 2016-05-18 2016-08-10 浩珂科技有限公司 Electroosmosis and drainage high-strength warp knitting geogrid
CN105926395A (en) * 2016-06-22 2016-09-07 山西省交通科学研究院 Roadbed structure capable of eliminating consolidation settlement of newly-built roadbed and construction method of roadbed structure
CN108275855A (en) * 2018-03-10 2018-07-13 杭州渗源环境科技有限公司 A kind of sludge dewatering method and control system
CN108316081A (en) * 2018-04-24 2018-07-24 西南科技大学 A kind of temperature and humidity control system for frozen ground regions road structure
CN108677640A (en) * 2018-05-30 2018-10-19 山东大学 A kind of electric osmose facture and road structure reducing roadbed moisture content
CN108797250A (en) * 2018-07-21 2018-11-13 河南城建学院 It is a kind of to prevent the roadbed and construction and maintaining method that swelled ground capillary water influences

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101956355A (en) * 2010-06-25 2011-01-26 中交第二公路勘察设计研究院有限公司 Subgrade structure for preventing and controlling road damage in seasonal frozen regions
CN105649005A (en) * 2016-01-27 2016-06-08 浙江大学 Geogrid combined grouting electro-osmosis construction method for ultra-soft soil
CN105839614A (en) * 2016-05-18 2016-08-10 浩珂科技有限公司 Electroosmosis and drainage high-strength warp knitting geogrid
CN105926395A (en) * 2016-06-22 2016-09-07 山西省交通科学研究院 Roadbed structure capable of eliminating consolidation settlement of newly-built roadbed and construction method of roadbed structure
CN108275855A (en) * 2018-03-10 2018-07-13 杭州渗源环境科技有限公司 A kind of sludge dewatering method and control system
CN108316081A (en) * 2018-04-24 2018-07-24 西南科技大学 A kind of temperature and humidity control system for frozen ground regions road structure
CN108677640A (en) * 2018-05-30 2018-10-19 山东大学 A kind of electric osmose facture and road structure reducing roadbed moisture content
CN108797250A (en) * 2018-07-21 2018-11-13 河南城建学院 It is a kind of to prevent the roadbed and construction and maintaining method that swelled ground capillary water influences

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
周志: "《冻融循环作用下非饱和路基土水分迁移规律研究》", 《万方硕博士论文库》 *
徐宪江: "《最新公路工程施工要点与通病防治大全 上》", 31 December 2001, 兵器工业出版社 *

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110644309A (en) * 2019-09-26 2020-01-03 山东大学 Roadbed drainage structure, system and construction method
CN111827257A (en) * 2020-06-28 2020-10-27 河海大学 Self-drainage solidified soil roadbed structure and construction method
CN115976899A (en) * 2022-12-28 2023-04-18 河北工业大学 Geogrid capable of actively regulating humidity and accurately judging catastrophe and application thereof
CN117403495A (en) * 2023-12-11 2024-01-16 中南大学 Embankment drainage structures and reinforced composite embankment
CN117403495B (en) * 2023-12-11 2024-03-08 中南大学 Embankment drainage structures and reinforced composite embankment

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Application publication date: 20190405