CN105297783B - One kind can monitor many material joint seepage prevention systems - Google Patents
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- CN105297783B CN105297783B CN201510684480.2A CN201510684480A CN105297783B CN 105297783 B CN105297783 B CN 105297783B CN 201510684480 A CN201510684480 A CN 201510684480A CN 105297783 B CN105297783 B CN 105297783B
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Abstract
The present invention relates to one kind can monitor many material joint seepage prevention systems, belong to seepage control technique field.This seepage prevention system mainly includes built-in posting body, the integument maintaining posting body basic configuration, impervious monitor layer and carbon cloth.Built-in posting body surrounded surface arranges integument, and integument carrys out source in seepage flow（Upstream face）Impervious monitor layer is set, outside impervious monitor layer, carbon cloth is set, the protection face destroyed as dispersion load, anti-animals and plants, between posting body, integument, impervious monitor layer, all brushing antiskid binding materials are to increase shearing strength.The principle mature and reliable of this seepage prevention system, meets current specifications, simple for production, antidetonation cracking resistance, can automatically adapt to bulk deformation, the notable life-span extending seepage control project.
Description
Technical field
The present invention relates to one kind can monitor many material joint seepage prevention systems, belong to seepage control technique field.
Background technology
Pressure-seepage Flow coming down, be squashed, play obvious action in the geological disaster such as mud-rock flow, process of osmosis not only corrosion
Take away the colloidal substance in ground and fine grained, caused it loose, also there is to Rock And Soil osmotic pressure and promote, float support, lubrication etc.
Counter productive.International Commission on Large Dams（International Committee on Large Dams）Once to global dike
Dam breaking disaster carries out statistical analysiss it is believed that seepage abnormality is the main inducement of dykes and dams slump.Count according to Chinese Water Conservancy portion, from
Since 1954 have record, China has occurred and that big dam breaking accident 3515 times, and its Medium ＆ Small Earth Rock Dam is because of unrestrained top, seepage failure
Lead to dam break accounting more than 98%, the phase such as such as 2013 Xinjiang connection abundance of water storehouse, Heilungkiang spark reservoir, Shanxi Qu Ting reservoir
Continue dam break, all causes significant casualties and economic loss.
Seepage control technique both domestic and external is similar so far, main inclusion：Filling grouting or grout curtain, with concrete, glue
Soil, self-solidifying ash etc. are the various antiseepages of main body（Intercept water）Wall, high-pressure rotary-spray or pendulum sprinkling irrigation slurry, geomembrane or panel bedding, Gai Chong
Pressure is oozed etc..During antiseepage in nearly 40 years research, project team notices：Due to conventional art grinding in anti-seepage scheme
When studying carefully, comparing selection, all do not consider the mutual damage deterioration of construction material and carefully see evolving trend, lead to dykes and dams and its basis in antiseepage
After reinforcing or specific investment cost is too high or antiseepage body life time is too short, overall benefit is generally very low, spends millions of～number every time
Ten million yuan of maintenance fund, but can only make infiltration and antiskid index reach standard in several years, far from reaching the engineering economy longevity
Life（More than 50 years）Design requirement.Laterite（laterite）Or title admaic earth, it is widely present in damp and hot area of heavy rainfull, China master
To be distributed in the provinces and regions such as Yunnan-Guizhou, Guangdong and Guangxi Provinces, Hainan large area.Laterite is in faintly acid, and the support substance of its physical mechanics is mainly
SiO2、Fe2O3、Al2O3、TiO2Deng.Project team recent studies have indicated that：Cement, Calx etc. alkalescence reinforcement material can not only with red
In soil, silicon, ferrum, aluminum, titanyl compound occur mutually to damage deterioration reaction, also can destroy acidic aqueous media necessary to laterite cohesive strength,
Lead to the destructing of its granule and material discrete, this is exactly undoubtedly using traditional antiseepage skill on laterite ground and laterite class engineering
Art, the too low basic reason of its benefit.The construction of seepage control project and reinforcing not only will consider the short-term factors such as investment, effect, also
Should pay attention to the deterioration under environmental activity of interaction between material, microscopical structure develop, the change of different materials contact surface
Learn degraded physical isolation etc. long term factor, be otherwise not only difficult to effect a radical cure the foreign material interface seepage disease of generally existing, more
Be difficult to solve medium and small project in impervious body cost performance too low, maintenance invest too high, whole engineering normal cycle of operation too
The difficult problem such as short.
Research in impervious body association area is concentrated mainly on five aspects both at home and abroad.(1) the granule of laterite is developed and is joined with level
Design：Scholars or the origin cause of formation of analysis laterite, or the crumb structure of laterite is discussed and intercouples, or research filter material
Design and grading analysis method, or probe into the impact ... to compactness for the grain composition.(2) foreign material contact interface
Seepage flow with stable：Scientific and technical personnel are had to have studied the mechanical property of contact interface, have then discusses the larger material contacting surface of difference
Frictional resistance and shear property ....(3) antiseepage and reinforcing：There is scholar to be conceived to the infiltration impact to clay cohesiveness for the crack to grind
Study carefully, or the analysis water-soil mechanism of action, or seepage prevention design method is discussed, or enter for the Performance Evaluation Technique of impervious body
Row research, or the relation ... of analysis reservoir level and saturation.(4) to related technique of constructing：The scientific and technical personnel for example having grind
Study carefully technique and the method for quality control of high-pressure injection, the reinforcement process having inquired into weak soil having, have is then to simplify construction work
Skill and the material of cut-pff wall is analyzed ....(5) anti-seismic performance and index：There is scholar steady to cut-pff wall depth and antidetonation
Qualitatively relation is analyzed, and also scholar has inquired into the dynamic trait of soil and liquefaction phenomenon ... during earthquake respectively.Above-mentioned
In the research of impervious body association area, it is both for the emulation of the aspects such as performance, application, reparation that " single impervious material " carried out
With analysis of experiments conclusion, do not retrieve the research information related to many materials joint seepage prevention system.
In project of national nature science fund project（50869003、41462013、51069003）, Yunnan Province's applied basic research
Plan key project (2013FA033), Yunnan Province's Natural Science Fund In The Light（1991E016Q、1995YI016、1997E047M、
2010ZC048）, and Yunnan Department of Education of Shanxi Province（10968221、10978057）, innovation team of Kunming University of Science and Technology
（14098193）, Classic Course（10968137）Under subsidizing Deng multiple project verification, this project team thinks, using list through studying for a long period of time
The impervious body that one material is constituted all has obvious life-span defect：The dependence to easy corrosion grain composition of clay core wall, sloping core
Very big, anti-seepage effect is poor, and the felt earthquake of relatively low earthquake intensity will result in lax isolation or ruptures；Concrete, Calx, self-solidifying
The materials such as ash belong to strong alkaline substance, and not only cost and technical requirements are high for the cut-pff wall that it is constituted, and can be with acid laterite master
Body occurs chemical reaction to destroy contact interface, cause trickle piping in a large number；Geomembrane is too thin, is not only difficult to resist many decades and moves
The tear that bites of plant is it is more difficult to larger after the film of differential settlement formation of laterite after adaptation consolidation, earthquake make somebody a mere figurehead ....Cause
This, implement large area effectively intensive monitoring to carry out joint antiseepage using multiple material imperative to impervious body.This project
Group has understood fully the improper deterioration factor of laterite impervious body, known the highly basic such as cement to the erosion of laterite material it is proposed that pass
System impervious body reprocesses that the phase is too short, the root of difficult to reach projected life, and distinct more long-term material mutually damages evolution mechanism, sends out
Clear optical fiber geomembrane simultaneously obtains 3 licenses, and more research paper exists《Geotechnical Engineering journal》、《Rock mechanics with
Engineering journal》、《Journal of Building Materials》、《Hydroelectric generation journal》、《Advanced Materials Research》、
《Applied Mechanics and Materials》Etc. deliver on authoritative journal both at home and abroad, and write by SCI, EI etc. are international
Name searching mechanism is included.Achievement in research shows：Laterite ground and dykes and dams adopt so far antiseepage antiskid technology and reinforcement material are all
There is obvious shortcoming, erosion combined for a long time due to factors such as chemical reaction, mechanics effect, soil-water interaction, these defects are only
Only rely on material screening, the traditional measures such as structure rolls, anti-filter draining, reinforcement filling obviously all cannot be effected a radical cure.In fact, short week
Repeatedly Reinforcement is carried out to impervious body in phase, in many laterite engineerings, cause huge waste, and define
Restrict the bottleneck that development is continued in this field.Therefore, research not only has respective strengths but also can resist environmental attack, be easy to
Many material joint seepage prevention systems of the intensive monitoring of large area, have become as very urgent task.For this this project team 2014
Specially apply for and be approved project of national nature science fund project：The antiseepage new model that seepage flow induces laterite landslide is explored, and project is criticized
Accurate number：41462013.
Traditional various antiseepage antiskid technology, its common defects can be attributed to：1. there is open defect, no in traditional impervious body
The long-term erosion of environment water and soil can be born, therefore far from reaching projected life；2. there is major defect in anti-seepage reinforcing material, its
Destroy mutually with acid Rock And Soils such as laterite, be to cause dykes and dams and its basis repeatedly to keep in repair in a short time, repair and more leak, induce side
The root that hill wash collapses with dam break；3. the impervious body of bedding and grouting formation is relatively thin, easily fracture in felt earthquake, and oozes
That thoroughly destroys have developed rapidly；4. impervious body existing monitoring facilities imperfection, the spacing of transducer arrangements is too big and and impervious body
Affinity too poor.Various environmental attacks all gradually develop from outside to inside, if can be by traditional impervious body and corrosive deposit phase
Isolation, then erosion problem can be readily solved for a long time.Geomembrane belongs to cheap acid and alkali-resistance flexible corrosion protection material, except tool
There is easy construction, repair the advantage such as quick, its durability also has been over the design economic life of Tu Shidiba.Geomembrane
Major defect is：(1) intensity is too low, and whether the flatness of bed course and stability determine geomembrane to a great extent long-lived；⑵
The damaged part within dykes and dams can not be determined in time, thus will lose valuable speedily carrying out rescue work the time.
Aforementioned (1) individual problem, can be selected for the drag transition material having high intensity and adapting to earth-structure deformation ---
Carbon cloth is solving.Carbon cloth is a kind of high-strength flexible material of relative low price, its tensile strength >=
3200MPa, higher than steel；Proportion 2.0～3.0g/cm3, less than the half of steel；Minimum thickness only 0.2mm about.This material
Material acid-alkali-corrosive-resisting, wear-resistant and puncture, are suitably on active service in adverse circumstances for a long time；Can arbitrarily cut out, be easy to overlap joint bonding, and
Adapt to differential settlement or the consolidation deformation of Rock And Soil, be widely used at present among architectural engineering.Aforesaid (2)
Individual key technology, seminar obtains substantial progress in the project of concluding, has delivered related ends, has been approved " light
The patent for invention of fine geomembrane ", is capable of the intensive monitoring of real-time large area of impervious body.
Earthquake and long-term seepage easily make laterite class ground and dykes and dams crack, inside and make somebody a mere figurehead.It is anti-that the present invention designs
Oozing scheme is：Using clay or concrete as built-in posting body, the various loads that impervious face is transmitted pass to agent structure；With
Carbon cloth keeps the post-rift basic body of posting body and posting function, and provides uniform drag and smooth pad for geomembrane
Layer；Using optical fiber geomembrane impervious and as monitoring carrier.Triplicity is the joint antidetonation seepage prevention system of excellent, and
Various load assignment are passed to the arrying main body of engineering.It is intensive that the optical fiber geomembrane adopting in this invention is not only large area
The carrier of monitoring, also solves the difficult problem with other materials interface attack of traditional impervious body generally existing as sealing coat.Water
In vegeto-animal bite tear by high intensity carbon cloth opposing；Built-in posting body is not given only geomembrane with suitable plane
Support and load transmission, also will undertake the setting task of facade antiseepage.If posting body occurs internal built on stilts or ruptures, will be by high-strength
Its basic configuration of carbon cloth adjust automatically of degree and flexibility is to adapt to the main body on basis or dykes and dams, to guarantee its load transmission effect
Really.Drag as geomembrane protects bed course, and carbon cloth also will play uniform load, avoids the effect of stress concentration.Therefore,
This novel many materials joint seepage prevention systems it can be avoided that generally occur so far erosion, built on stilts, brittle failure, leach, tear, expand
Scattered etc. disease development.
The present invention is by project of national nature science fund project（50869003、41462013、51069003）, Yunnan Province applies base
Plinth project key project (2013FA033) etc. subsidizes research, stress to solve traditional impervious body fracture or internal built on stilts after
Resistance is oozed inefficacys, seepage flow and is drastically deteriorated and induces ground and the difficult problem such as come down, cave in, and can significantly reduce leakage, long term monitoring seepage flow
Evolution, make a definite diagnosis the disease position of seepage prevention system.Seepage prevention system proposed by the present invention not only shock-proof durable, and can be different
Often seepage flow is administered provides accurately disease danger to position, and is that geological disaster is speedily carried out rescue work saving valuable time.
Content of the invention
Technical problem solved by the invention mainly includes：（1）After impervious body fracture, inside are built on stilts, engineering integrally goes out
Now abnormal seepage flow, impervious inefficacy；（2）After impervious body fracture, inside are built on stilts, extremely settling or even caving in occur in engineering；（3）Antiseepage
Body and material on contact interface for the project subject mutually corrode deterioration；（4）Seepage monitoring is comprehensive, disease positioning is inaccurate.
The present invention proposes antidetonation cracking resistance and can monitor many material joint seepage prevention systems of seepage flow, is achieved through the following technical solutions.
One kind can monitor many material joint seepage prevention systems, including the parcel of built-in posting body 5, maintenance posting body basic configuration
Layer 6, impervious monitor layer 7 and carbon cloth 8.Built-in posting body 5 surrounded surface arranges integument 6, and integument 6 carrys out source in seepage flow
（Upstream face）Impervious monitor layer 7 is set, and impervious monitor layer 7 is outer to arrange carbon cloth 8, destroys as dispersion load, anti-animals and plants
Protection face.Equal brushing antiskid binding material between posting body 5, integument 6, impervious monitor layer 7, carbon cloth 8（As Colophonium breast
Glue etc.）.
Described posting body 5 is made using clay or concrete.
Described integument 6 is made using carbon cloth, steel wire or geotextile.
Described impervious monitor layer 7 is by being made using optical fiber geomembrane.
In described optical fiber geomembrane, δ is 0.2m～0.5m, and B is 1～6m, Γ 1=B-2 δ, Γ 2≤1.0m.
As shown in Fig. 2 the application of this monitoring many materials joint seepage prevention system：The dam shell 10 of impervious body 9 and dykes and dams is pressed existing
Specification is filled simultaneously, synchronization is increased, and finally builds drainage prism 11 by laying bricks or stones.Optical fiber geomembrane on impervious body 9, in the face of water (flow) direction, is met
The water surface covers the protection face that carbon cloth 8 destroys, the combination interface of carbon cloth and geomembrane as dispersion load, anti-animals and plants
Brushing asphalt emulsion is to increase antiskid performance.Impervious body is to the shuting embedding, building by laying bricks or stones elevation, bottom of two sides, dam crest wave resistance
The all no special part such as wall and upstream and downstream bank protection, by existing earth and rockfill dam enforcement of regulations.
The concrete technical scheme of the present invention also includes：Using clay or concrete as built-in posting body；With carbon cloth or
Steel wire, geotextile are come the basic body after keeping the fracture of posting body, making somebody a mere figurehead and load transmission function, and are optical fiber geomembrane
Uniform drag and smooth bed course are provided；Using optical fiber geomembrane come impervious and as monitor carrier, triplicity obtains anti-
The excellent durable structure of shake barrier performance.The shaped form optical fiber being spread all over by the use of on optical fiber geomembrane, as intensive sensor, is monitored
The temperature at each position in impervious face and deformation, be seepage place temperature becoming abnormal, strain abnormality regional determination, and extremely
Big part is the center of geomembrane damage.Test proves, according to this Monitoring Data quick to the analysis of abnormal seepage flow,
Disease accurate positioning.The principle mature and reliable of this novelty seepage prevention system, meets current specifications, simple for production.
In the present invention, the function of each important composition is：
（1）Built-in posting body：Made according to existing core-wall specification with clay or concrete, its major function is will be impervious
The various loads that face is transmitted pass to the agent structures such as dam shell, basis.Secondly, built-in posting body can also give geomembrane with suitable
Planar support and undertake the setting task of facade impervious body.
（2）Integument：Cut out with carbon cloth or steel wire or geotextile and cohere（Welding）Make, parcel is built-in comprehensively
The outer surface of posting body.Its main uses be to ensure that the fracture of posting body, internal built on stilts after basic body and load transmission function,
And automatically adapt to the deformation of posting body, provide uniform counter-force and smooth bed course for geomembrane.If inner bay in posting body
Empty or fracture, by by high intensity and flexibility the main body, really to adapt to basis or dykes and dams for its basic configuration of integument adjust automatically
Protect its load transmission effect.
（3）Impervious monitor layer：Cut out to cohere with the optical fiber geomembrane of patented mandate and make, be disposed only on oozing of impervious body
Stream carrys out source, and upstream face covers carbon cloth.Its major function is to significantly reduce leakage, and seepage flow is carried out long-term intensive
Monitoring.Optical fiber geomembrane is not only impervious and the intensive monitoring of large area carrier, also solves traditional impervious body as sealing coat
The difficult problem with other materials interface attack of generally existing.In water, the vegeto-animal tear that bites, is supported by the carbon cloth of high intensity
Anti-.
The operation principle of the present invention：
The Major Diseases of traditional impervious body include：Material corrosion, internal built on stilts, fracture, granule leaches, impervious effect is poor,
Bursting stress is concentrated, is lacked effectively monitoring etc., refers to the elaboration in " background technology ".
（1）The present invention adopts " integument " of high intensity and flexibility, makes somebody a mere figurehead, ruptures in order to solve above-mentioned inside, granule is filtered
Go out, the medium difficult problem of bursting stress collection.Taking the core-wall commonly using in dykes and dams as a example：Traditional core-wall is generally rolled with clay filling
Form, under the long term of Pressure-seepage Flow, soil particle corrosion leaches, built on stilts inevitable within core-wall, if not in time plus
Solid then easily developing into and collapse；In the presence of larger earthquake load, core-wall is easy to rupture, and seepage flow drastically deteriorates, if speedily carrying out rescue work not
Dam break will be led in time.In the present invention, traditional core-wall（As shown in Figure 4）It is used only as the posting in new joint seepage prevention system
Body, and it is no longer antiseepage main body, therefore it ruptures, collapsing all to cause seepage flow to deteriorate；The integument of high intensity constrains the heart
The deformation of wall is so as to leach in granule, the change of shape after internal built on stilts, fracture is substantially reduced, the bag in body series in addition
Covering layer and impervious monitor layer are all flexible, can adjust automatically shape adapting to the small deformation of posting body, effectively prevent should
Power is concentrated.Therefore the anti-permeability performance of this invention is not maked somebody a mere figurehead by substantially above-mentioned inside, is ruptured, the disease such as granule leaches, stress concentration
Impact hence it is evident that extending the bulk life time of seepage control project.
（2）The present invention adopts " impervious monitor layer ", and in order to solve, above-mentioned impervious effect is poor, granule corrosion leaches, material is invaded
The difficult problems such as erosion.Achievement in research shows：The infiltration coefficient of clay core wall is generally 10-4～10-7Cm/s, and present invention employing is anti-
Oozing main body is optical fiber geomembrane, and its infiltration coefficient is only 10-11～10-12Cm/s, therefore its impervious effect is significant improve, significantly drop
Osmotic pressure after low film and seepage discharge, and then effectively reduce and pass the corrosion of carrier granular and leach.Parcel, impervious while,
The material of posting body is also kept apart by optical fiber geomembrane and carbon cloth with dam shell, basis etc. comprehensively, thus avoiding antiseepage
Body and other materials occur interracial contact to corrode hence it is evident that extending the life-span of engineering.
（3）The present invention adopts " impervious monitor layer ", in order to solve a difficult problem for above-mentioned effective monitoring.Traditional impervious body is limited to make
To overall disturbance, the quantity of sensor is tangible very little, the life-span is too short for valency and probe, the development for seepage flow and deterioration be difficult to into
The effective and long-term monitoring of row.In the present invention adopt monitoring main body be optical fiber geomembrane, using distribution type fiber-optic therein as
Intensive sensor, this novel sensor is corrosion-resistant, life-span length, can the temperature of each point, STRESS VARIATION in long term monitoring geomembrane,
And using " temperature comparisons are abnormal " and " stress contrast is abnormal " as the judgment basis of geotechnological film rupture, seepage flow deterioration.Geomembrane
Damaged part will appear from concentrative seepage, the flowing of water body lead to temperature herein, stress and breakage before with unbroken nearby
Position is all clearly distinguished from, and by the abnormal damage location that can determine that geomembrane of the contrast of time domain, face domain Monitoring Data, refers to
The optical fiber geomembrane patent of invention description of granting authorization（ZL201010109990.4；ZL201010109987.2）.
The invention has the beneficial effects as follows：
（1）Solve the difficult problem that traditional impervious body drastically deteriorates in fracture, internal built on stilts rear seepage flow
Traditional impervious body easily ruptures under earthquake load；Under the long-term corrosion of Pressure-seepage Flow, cannot inside impervious body
Avoid carefully seeing built on stilts.Traditional impervious body fracture or internal built on stilts after seepage discharge substantially increase, the piping that thus causes, draw brush and
Passage makes crack drastically expand with built on stilts, leads to Rock And Soil landslide or caves in.
In seepage prevention system proposed by the present invention, traditional impervious body is only used as posting body and uses not as impervious body, because
This its fracture or built on stilts all will not change seepage discharge.Integument in the present invention and impervious monitor layer are flexible material, are passing
Carrier fracture, internal built on stilts or even after caving in, can adaptive deformation automatically, significantly reduce the outflow of granule, and can tie up
Hold the basic body of transmission load, avoid stress concentration, thus just effectively prevent the disease development of seepage flow and deteriorate.
（2）Prevent the destruction to impervious body for the animals and plants
Clay class, geomembrane quasi-tradition impervious body pierce through to the growth of plant, the tear that bites of animal all lacks defence energy
Power, this is also the major reason that traditional impervious body wrecks.Assembled scheme in the present invention adopts the carbon cloth of high intensity
Or steel wire or geotextile, as full surface integument, can effectively resist the destruction to impervious body for the various concentrated stresses.
（3）Block the mutual damage deterioration of impervious body and other materials
Concrete, volcanic ash, self-solidifying ash class impervious body all belong to basic matterial, occur for a long time with acid laterite dykes and dams major ingredient
Chemical reaction, product is solvable or be powdery, is easily taken away by Pressure-seepage Flow, thus leading to traditional impervious body to occur thin to see pipe
The disease such as gush.The present invention adopts corrosion resistant integument and impervious monitor layer, and posting body and dykes and dams major ingredient are effectively isolated and are come,
Greatly reduce the mutual erosion of material.
（4）Permanently effective monitoring can be implemented to seepage flow
In the present invention adopt impervious monitor layer be the optical fiber geomembrane having obtained 3 patents for invention, using light
Fine sensing technology and related spectral theory, all enable long-term intensive Quantitative Monitoring to seepage discharge and its mutation.Therefore, originally
Impervious body can early warning seepage flow disease, effectively take precautions against the ground landslide that abnormal seepage flow leads to or dykes and dams be squashed disaster.
（5）The position of disease can be made a definite diagnosis
After disease in traditional impervious body, ease point can only be flowed out according to the water of the water rotation of dykes and dams upstream and downstream and come substantially
Judge the position of disease.But due to the reason such as the crack of each layer of dykes and dams is corresponding, seepage flow spread in dam material, this disease positions
Error very big, often can only expend several times or even the cost of decades of times carries out universal impermeable management.The temperature at seepage abnormality position
Degree, the obvious difference all with normal portions for the stress, the impervious monitor layer adopting in the impervious system of this joint can predict each point temperature
Degree, the mutation of stress, therefore, it is possible to make a definite diagnosis the position of disease, thus save considerably to piping or native the speedily carrying out rescue work the time of stream.
（6）Save construction costs, disaster reduction and prevention
Seepage failure is the main reason that is squashed of dangerous condition and leading to of dykes and dams, China be in the world dykes and dams quantity at most,
The most country of sick dangerous section's journey, government all takes out nearly hundred billion funds every year for various dash, the reinforcement of antiseepage.Send out for this
The many materials joint seepage prevention systems of bright proposition it can be avoided that the material corrosion that generally occurs, internal built on stilts, fracture, granule leaches,
Seepage flow such as drastically spreads at the disease danger, and can quickly and accurately position the seepage abnormality position of impervious body, saves valuable when speedily carrying out rescue work
Between and reinforce expense.Its application category will obtain rapid expansion, gradually replaces high pressure jet grouting, concrete cut etc. high
Your structure, thus produce significant economic benefit under the premise that security is guaranteed.This technology is for the safety improving retaining works
Performance, the cost performance improving impervious body, obvious reinforcement expense saving dykes and dams etc. are all of great importance, and can effectively subtract
Few dykes and dams are squashed the generation of disaster.
Brief description
Fig. 1 is the structural representation of the present invention；
Fig. 2 is application drawing in dykes and dams for the impervious body of the present invention；
Fig. 3 is the pie graph of optical fiber geomembrane（Wherein δ is the spacing of optical fiber and geomembrane edge, and Γ 1, Γ 2 are optical fiber
Broken line length, B is the fabric width of geomembrane）；
Fig. 4 is conventional conventional clay core-wall schematic cross-section in dykes and dams.
In figure：1- composite geo-membrane, 2- conduction optical fiber, the traditional core-wall main body of 3-, 4- granule loaded filter, 5- posting body,
6- integument, the impervious monitor layer of 7-, 8- carbon cloth, 9- impervious body of the present invention, 10- dykes and dams dam shell, 11- drainage prism.
Specific embodiment
With reference to the accompanying drawings and detailed description, the invention will be further described.
Embodiment 1
As shown in Figure 1,3, this can be monitored many material joint seepage prevention systems and include built-in posting body 5, maintains posting body basic
The integument 6 of shape, impervious monitor layer 7 and carbon cloth 8.Built-in posting body 5 surrounded surface arranges integument 6, and integument 6 exists
Seepage flow carrys out source（Upstream face）Impervious monitor layer 7 is set, and impervious monitor layer 7 is outer to arrange carbon cloth 8, as dispersion load, resists
The protection face that animals and plants are destroyed.Between posting body 5, integument 6, impervious monitor layer 7, carbon cloth 8, all brushing asphalt emulsion is made
For antiskid binding material.
Wherein, posting body 5 is made using clay；Integument 6 is made using carbon cloth；Impervious monitor layer 7 adopts optical fiber
Geomembrane is made, and in optical fiber geomembrane, δ is 0.2m, and B is 1m, and Γ 1 is 0.6m, and Γ 2 is 0.5m.
Embodiment 2
As shown in Figure 1,3, this can be monitored many material joint seepage prevention systems and include built-in posting body 5, maintains posting body basic
The integument 6 of shape, impervious monitor layer 7 and carbon cloth 8.Built-in posting body 5 surrounded surface arranges integument 6, and integument 6 exists
Seepage flow carrys out source（Upstream face）Impervious monitor layer 7 is set, and impervious monitor layer 7 is outer to arrange carbon cloth 8, as dispersion load, resists
The protection face that animals and plants are destroyed.Material is cohered in all brushing antiskids between posting body 5, integument 6, impervious monitor layer 7, carbon cloth 8
Material（Silicone sealant）.
Wherein posting body 5 is made using concrete；Integument 6 is made using steel wire；Impervious monitor layer 7 adopts optical fiber soil
Work film is made, and in optical fiber geomembrane, δ is 0.5m, and B is 6m, and Γ 1 is 5m, and Γ 2 is 1.0m.
Embodiment 3
As shown in Figure 1,3, this can be monitored many material joint seepage prevention systems and include built-in posting body 5, maintains posting body basic
The integument 6 of shape, impervious monitor layer 7 and carbon cloth 8.Built-in posting body 5 surrounded surface arranges integument 6, and integument 6 exists
Seepage flow carrys out source（Upstream face）Impervious monitor layer 7 is set, and impervious monitor layer 7 is outer to arrange carbon cloth 8, as dispersion load, resists
The protection face that animals and plants are destroyed.Between posting body 5, integument 6, impervious monitor layer 7, carbon cloth 8, all brushing acrylate are close
Sealing is as antiskid binding material.
Wherein posting body 5 is made using concrete；Integument 6 is made using geotextile；Impervious monitor layer 7 adopts optical fiber
Geomembrane is made, and in optical fiber geomembrane, δ is 0.35m, and B is 3m, and Γ 1 is 2.3m, and Γ 2 is 0.7m.
Above in association with accompanying drawing, the specific embodiment of the present invention is explained in detail, but the present invention be not limited to above-mentioned
Embodiment, in the ken that those of ordinary skill in the art possess, can also be before without departing from present inventive concept
Put that various changes can be made.
Claims (4)
1. one kind can monitor many materials joint seepage prevention systems it is characterised in that：Including built-in posting body（5）, maintain posting body base
The integument of this shape（6）, impervious monitor layer（7）And carbon cloth（8）, built-in posting body（5）Surrounded surface arranges integument
（6）, integument（6）Carry out source in seepage flow and impervious monitor layer is set（7）, impervious monitor layer（7）Outer setting carbon cloth（8）, pass
Carrier（5）, integument（6）, impervious monitor layer（7）, carbon cloth（8）Between equal brushing antiskid binding materials；Described impervious prison
Survey layer（7）Made using optical fiber geomembrane.
2. according to claim 1 monitor many materials joint seepage prevention systems it is characterised in that：Described posting body（5）Adopt
Made with clay or concrete.
3. according to claim 1 monitor many materials joint seepage prevention systems it is characterised in that：Described integument（6）Adopt
Made with carbon cloth, steel wire or geotextile.
4. according to claim 1 monitor many materials joint seepage prevention systems it is characterised in that：In described optical fiber geomembrane
Optical fiber is 0.2m～0.5m with spacing δ at geomembrane edge, and the fabric width B of geomembrane is 1～6m, the broken line length Γ 1=of optical fiber
B-2 δ, the broken line length Γ 2≤1.0m of optical fiber.
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| CN113186900B (en) * | 2021-04-07 | 2022-04-29 | 湖北工业大学 | Carbon fiber electroosmosis chain type vertical direction reinforcement structure and soft foundation treatment method thereof |
| CN113250139B (en) * | 2021-06-03 | 2022-09-06 | 中国矿业大学 | Composite protection structure for underground water layer of surface mine |
| CN114912067B (en) * | 2022-05-07 | 2024-04-12 | 昆明理工大学 | Seepage inversion analysis method for single-layer geomembrane seepage-proof dam |
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| CN101793502A (en) * | 2010-02-20 | 2010-08-04 | 昆明理工大学 | Method for detecting breakage position of built-in geomembrane by fiber strain |
| CN101799430A (en) * | 2010-02-20 | 2010-08-11 | 昆明理工大学 | Built-in anti-seepage geomembrane damage monitoring method based on optical fiber temperature-measurement principle |
| CN201660871U (en) * | 2010-02-20 | 2010-12-01 | 昆明理工大学 | Geomembrane with function of positioning damaged position |
| US8316694B2 (en) * | 2006-07-13 | 2012-11-27 | Tengate Geosynthetics France | Device, system, and method for detecting and locating malfunctions in a hydraulic structure, and a hydraulic structure with said device |
| CN103114561A (en) * | 2013-01-17 | 2013-05-22 | 中国水利水电科学研究院 | Method of embedding fiber optic sensor (FOS) inside clay core wall |
| CN203393682U (en) * | 2013-08-13 | 2014-01-15 | 中国水电顾问集团成都勘测设计研究院有限公司 | Retaining dam for water resources and hydropower engineering |
| CN205171565U (en) * | 2015-10-22 | 2016-04-20 | 昆明理工大学 | Can monitor joint prevention of seepage system of many materials |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2005103606A1 (en) * | 2004-03-24 | 2005-11-03 | Ten Cate Geosynthetics France | Method for locating and measuring deformations in a work of civil engineering |
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|---|---|---|---|---|
| CN2669186Y (en) * | 2003-12-25 | 2005-01-05 | 秦一涛 | Distribution type optical-fiber sensitive monitoring device for dam leakage positioning |
| US8316694B2 (en) * | 2006-07-13 | 2012-11-27 | Tengate Geosynthetics France | Device, system, and method for detecting and locating malfunctions in a hydraulic structure, and a hydraulic structure with said device |
| CN101793502A (en) * | 2010-02-20 | 2010-08-04 | 昆明理工大学 | Method for detecting breakage position of built-in geomembrane by fiber strain |
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