CN104774413B - Polymer-based composite material sensing civil engineering structure super-deformation, and preparation method and application thereof - Google Patents

Polymer-based composite material sensing civil engineering structure super-deformation, and preparation method and application thereof Download PDF

Info

Publication number
CN104774413B
CN104774413B CN201510193493.XA CN201510193493A CN104774413B CN 104774413 B CN104774413 B CN 104774413B CN 201510193493 A CN201510193493 A CN 201510193493A CN 104774413 B CN104774413 B CN 104774413B
Authority
CN
China
Prior art keywords
polyacrylamide
montmorillonite
cnt
consumption
civil engineering
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.)
Active
Application number
CN201510193493.XA
Other languages
Chinese (zh)
Other versions
CN104774413A (en
Inventor
乔国富
杨会苗
洪毅
关新春
欧进萍
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Harbin Institute of Technology
Original Assignee
Harbin Institute of Technology
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Harbin Institute of Technology filed Critical Harbin Institute of Technology
Priority to CN201510193493.XA priority Critical patent/CN104774413B/en
Publication of CN104774413A publication Critical patent/CN104774413A/en
Application granted granted Critical
Publication of CN104774413B publication Critical patent/CN104774413B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Road Paving Structures (AREA)
  • Compositions Of Macromolecular Compounds (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Revetment (AREA)

Abstract

The invention discloses a polymer-based composite material sensing civil engineering structure super-deformation, and a preparation method and an application thereof. The polymer-based composite material is prepared from the raw materials of polyacrylamide, montmorillonite, water, methyl cellulose, polyvinyl pyrrolidone and a carbon-based material. With the adhesiveness of polyacrylamide after absorbing water, montmorillonite is added in polyacrylamide, such that a polymer-based material with adjustable flexibility and large deformation is prepared; and the carbon-based material is doped in the polymer substrate, such that the composite material with good conductivity is prepared. According to the strain-sensing composite material provided by the invention, polymer is adopted as a substrate, and the material is flexible, such that the material can sense the super-deformation of a civil engineering structure. The raw materials needed in the preparation are easy to obtain. The preparation method and needed instrument are easy to realize.

Description

The polymer matrix composite of perception civil engineering structure super large deformation and its preparation side Method and application
Technical field
The present invention relates to a kind of polymer matrix composite of perception deformation and preparation method and application, more particularly to A kind of polymer matrix composite of perception civil engineering structure super large deformation and preparation method and application.
Background technology
Civil engineering structure is related to the every aspect of human lives, and the monitoring to structure has great meaning.Building work Journey structure builds on the ground or in underground, land or water, directly or indirectly for human lives, production, military affairs, Scientific Research Service Various job facilities, such as house, road, dykes and dams, bridge, power station, airport and protection works.There is substantial amounts of building in recent years Build, bridge and other communal facilitys cause irremediable great life and economic loss because of structural deterioration if it is possible to Well to structure monitoring, then just can reduce loss as far as possible.So in order to ensure safety, reduce loss, needing to structure Damaged deformation be monitored, to reach the purpose just making safeguard procedures before destruction in advance.
Deformation monitoring to structure, staff also does excessive quantifier elimination.It is typically employed in body structure surface and paste strain Piece or strain gauge, but this kind of method have the shortcomings that high cost and monitoring deformation range little.In recent years, with conductive polymer Comprehensive development of sub- investigation of materials, staff grinds to its stretching-sensitive, the various and conductive related characteristics such as pressure-sensitive, temperature sensitive Study carefully.Particularly conductive polymer composites, due to having characteristic and the electric conductivity of macromolecular material, and preparation process is simple, institute To receive much concern.Finding report concentrates on the stretching-sensitive Journal of Sex Research to conductive silicon rubber at present, and deforms less;But to material of the present invention The stretching-sensitive research of material have not been reported.
So, if working out the polymer matrix composite that the deformation of civil engineering structure can be produced with perception, by it It is laid on the deformation of body structure surface monitoring of structures, particularly can perceive the super large deformation of civil engineering structure, and then can be thing Therefore generation provide early warning, reduce loss.
Content of the invention
It is an object of the invention to provide a kind of perception civil engineering structure super large deformation polymer matrix composite and Its preparation method and application, this composite is with polymer as matrix, and this material is flexible, and civil engineering can be tied The super large deformation of structure is perceived.
The purpose of the present invention is achieved by the following technical solution:
A kind of perception civil engineering structure super large deformation polymer matrix composite, by polyacrylamide, montmorillonite, Water, methylcellulose, Polyvinylpyrrolidone and carbon-based material are made and are formed, and described carbon-based material includes carbon fiber, carbon nanometer Pipe and white carbon black, wherein: by quality ratio, carbon fiber: CNT: white carbon black=2~4:10~20:15~25, water: polyacrylamide Amine: montmorillonite=10:3~4:3~5;The consumption of carbon-based material is the 2.4~3.6% of polyacrylamide and montmorillonite gross mass, first The consumption of base cellulose is the 0.2~0.6% of polyacrylamide and montmorillonite gross mass, and the consumption of Polyvinylpyrrolidone is carbon The 15~25% of nanotube.
A kind of preparation method of above-mentioned polymer matrix composite, using the caking property after polyacrylamide water suction, at it The adjustable polymer-based material with large deformation of flexibility prepared by middle filling montmorillonite;Carbon substrate is filled in polymeric matrix Material prepares the good composite of electric conductivity.Concrete preparation process is as follows:
First, carbon fiber, CNT and the methylcellulose as dispersant and poly- second are added in a certain amount of water Alkene pyrrolidone, is placed in dispersion 0.5~2 hour in Ultrasonic cell smash, and protects in dispersive process after manual stirring is uniform Card temperature can not be too high, at 20~30 DEG C about, then is disperseed with ultrasonic cleaner, disperses 20~40 minutes every time, Carry out second dispersion after 30 minutes, be divided into scattered 4 times;
2nd, add white carbon black in the dispersion liquid obtaining in step one, stirred with agitator for cement mortar, stirring While being slowly added into the uniform polyacrylamide of mix and montmorillonite, first low rate mixing 3~5 minutes, quickly stirs 5~8 afterwards Minute, carry out secondary stirring after 24 hours 3~5 minutes, so far each material is uniformly dispersed;
3rd, anode material prepared by step 2 is clogged to mould, dense extrusion.
Above-mentioned polymer matrix composite can deform for monitoring of structures being laid on civil engineering structure surface.
The ultimate principle of the present invention is as follows:
Raw material required for the composite of the preparation present invention is passed through the artificial and work such as machine stirring and ultrasonic disperse Skill, prepares finely dispersed polymer matrix composite.By the use of the caking property after polyacrylamide water suction as framework, Wherein fill montmorillonite, by adjusting the flexibility of the proportion adjustment material of polyacrylamide and montmorillonite;Matrix material is mixed The carbon-based material entering mutually can be overlapped to form conductive network can effectively improve the electric conductivity of material;The anode of present invention research Material is viscoelastic body, and the extensibility that material can reach before tension failure can reach 100%, i.e. 1,000,000 microstrain;This The resistance of invention material changes with its extensibility, using this variation relation, the deformation of structure is perceived;And Reusable property is not had by this material of verification experimental verification.
The present invention gives it is functional relationship between the resistance of material and extensibility, test principle, required various Raw material and the preparation method of composite.According to proportioning and the preparation technology of each raw material being given in the present invention, final system The standby super large deformation drawing the composite being capable of perceptual structure deformation, especially can perceiving civil engineering structure.The present invention Have the advantage that
1st, the composite of the present invention can be by changing polyacrylamide and montmorillonite consumption, and then adjusts material Flexibility.
2nd, the deformation that the composite of the perception strain of the present invention can perceive can reach 1,000,000 microstrains, in building What engineering structure field perceived is the super large deformation of structure.
3 The present invention gives a kind of definite relation formula between resistance value of the composite of proportioning and extensibility, whereby Deformation can be perceived by monitoring resistor.
4th, the every raw material required for preparation of composite is readily available, and the instrument of preparation method and needs is easily real Existing, so the composite of the present invention is convenient preparing.
5th, by being laid on body structure surface in Practical Project, become by monitoring material resistance change in resistance perceptual structure Shape, the composite that the present invention provides is the flexible composite that can produce moderate finite deformation, should be different from general strain and pass Sense material.
Brief description
Fig. 1 is four electrode test schematic diagrams;
Fig. 2 is test result matching.
Specific embodiment
Below in conjunction with the accompanying drawings technical scheme is further described, but is not limited thereto, every to this Inventive technique scheme is modified or equivalent, without deviating from the spirit and scope of technical solution of the present invention, all should cover In protection scope of the present invention.
Specific embodiment one: present embodiments provide for a kind of polymer matrix of perception civil engineering super large deformation is combined Material and preparation method thereof, is illustrated one by one to the perception deformation performance and preparation method of composite below.
First, the preparation of composite
In present embodiment, the preparation process of material, the consumption of each material and preparation technology are described as follows:
Water in the raw material that in present embodiment, composite uses: polyacrylamide: montmorillonite=10:3:5, carbon substrate Carbon fiber in material: CNT: white carbon black=3:15:20, methylcellulose consumption is polyacrylamide and montmorillonite total amount 0.4%, Polyvinylpyrrolidone consumption is the 20% of CNT, and the consumption of carbon-based material is polyacrylamide and montmorillonite total amount 2.8%, concrete operation step:
(1) carbon fiber 0.265g, CNT 1.326g and methylcellulose 0.48g and poly- second are added in 150g water Alkene pyrrolidone 0.265g, wherein carbon fiber: CNT: white carbon black=3:15:20, manual stirring 3 minutes;It is placed in super after stirring Dispersion 1 hour in sound wave cell pulverization instrument, then with ultrasonic washing instrument dispersion, dispersion 30 minutes every time, interval 30 minutes is laggard Row disperses for second, is divided into scattered 4 times, i.e. 2 hours;
(2) add white carbon black 1.768g in the dispersion liquid obtaining in step (1), stirred 3 minutes with agitator for cement mortar; Stir while being slowly added into mix uniform polyacrylamide 45g and montmorillonite 75g, (paddle revolves round the sun first at a slow speed 65r/min) stir 4 minutes, quick afterwards (paddle revolution 125r/min) stirring 6 minutes, carry out secondary stirring after 24 hours, slowly Speed (paddle revolve round the sun 65r/min) stirring 4 minutes, so far each material be uniformly dispersed;
(3) complete the composite anode materials prepared according to step (1) and step (2), be sealed against preserving, according to test need The difference wanting mould clogs the anode material of above-mentioned preparation to mould, dense extrusion.
2nd, composite perception deformation performance
The polymer matrix composite of the present invention utilizes the relation of resistance value and stretcher strain, makes material have perception building The effect of engineering structure super large deformation.It is water: polyacrylamide that the present invention provides a kind of proportioning by test: montmorillonite joins=10: 3:5, carbon-based material consumption is the relation between 2.8% resistance value of polyacrylamide and montmorillonite total amount and extensibility.Specifically Test uses resistance under given tensile elongation for the four electrode method test material, draws material by data processing Resistance is with the variation relation of extensibility.
The four electrode test principles that the present invention adopts are shown in Fig. 1, and the size of four electrode samples is in figure dimensioning, using adopting Two channel acquisition of truck, passage collection in parallel with reference resistor its voltage u1, another passage is with middle two electrodes simultaneously Connection collection both end voltage u2, then can get the resistance of part test specimen to be measured using formula r2=u2r1/u1.To test specimen in test Stretching step-length be 2mm, always extension test be eventually pulled completely to test specimen disconnected.Power supply in the present invention adopts constant current, in order to reduce The value of current of polarization should be tried one's best little it is ensured that capture card can collect adopts electric current in numerical value, this test for 0.001a.
In Fig. 2, curve represents the test result of 3 samples respectively, and in figure obtains to data matching for the present invention compared with bold curve Standard curve, according to standard curve can learn between the resistance of material of the present invention and extensibility exist relation be: y= 197.99817+0.09308 × exp (8.63158 × x), wherein y represent resistance, and x represents extensibility.
Specific embodiment two: present embodiment from unlike specific embodiment one, water: polyacrylamide: cover de- Stone=10:3:4, carbon fiber in carbon-based material: CNT: white carbon black=2:10:25, methylcellulose consumption be polyacrylamide and The 0.3% of montmorillonite total amount, Polyvinylpyrrolidone consumption is the 18% of CNT, and the consumption of carbon-based material is polyacrylamide With montmorillonite total amount 2.6%.
Specific embodiment three: present embodiment from unlike specific embodiment one, water: polyacrylamide: cover de- Stone=10:4:3, carbon fiber in carbon-based material: CNT: white carbon black=4:20:15, methylcellulose consumption be polyacrylamide and The 0.5% of montmorillonite total amount, Polyvinylpyrrolidone consumption is the 22% of CNT, and the consumption of carbon-based material is polyacrylamide With montmorillonite total amount 3.2%.
Specific embodiment four: present embodiment from unlike specific embodiment one, water: polyacrylamide: cover de- Stone=10:4:4, carbon fiber in carbon-based material: CNT: white carbon black=3:15:20, methylcellulose consumption be polyacrylamide and The 0.4% of montmorillonite total amount, Polyvinylpyrrolidone consumption is the 20% of CNT, and the consumption of carbon-based material is polyacrylamide With montmorillonite total amount 2.8%.
Specific embodiment five: present embodiment from unlike specific embodiment one, water: polyacrylamide: cover de- Stone=10:4:5, carbon fiber in carbon-based material: CNT: white carbon black=3:15:20, methylcellulose consumption be polyacrylamide and The 0.4% of montmorillonite total amount, Polyvinylpyrrolidone consumption is the 20% of CNT, and the consumption of carbon-based material is polyacrylamide With montmorillonite total amount 2.8%.

Claims (8)

1. a kind of polymer matrix composite of perception civil engineering structure super large deformation is it is characterised in that described polymer matrix is multiple Condensation material is made up of polyacrylamide, montmorillonite, water, methylcellulose, Polyvinylpyrrolidone and carbon-based material and is formed, described Carbon-based material includes carbon fiber, CNT and white carbon black, wherein: by quality ratio, carbon fiber: CNT: white carbon black=2~4: 10~20:15~25, water: polyacrylamide: montmorillonite=10:3~4:3~5;The consumption of carbon-based material be polyacrylamide and The 2.4~3.6% of montmorillonite gross mass, the consumption of methylcellulose be polyacrylamide and montmorillonite gross mass 0.2~ 0.6%, the consumption of Polyvinylpyrrolidone is the 15~25% of CNT.
2. the polymer matrix composite of perception civil engineering structure super large deformation according to claim 1, its feature exists In described water: polyacrylamide: montmorillonite=10:3:5, carbon fiber: CNT: white carbon black=3:15:20, methylcellulose consumption For the 0.4% of polyacrylamide and montmorillonite total amount, Polyvinylpyrrolidone consumption is the 20% of CNT, the use of carbon-based material Measure 2.8% for polyacrylamide and montmorillonite total amount.
3. the polymer matrix composite of perception civil engineering structure super large deformation according to claim 1, its feature exists In described water: polyacrylamide: montmorillonite=10:3:4, carbon fiber: CNT: white carbon black=2:10:25, methylcellulose consumption For the 0.3% of polyacrylamide and montmorillonite total amount, Polyvinylpyrrolidone consumption is the 18% of CNT, the use of carbon-based material Measure 2.6% for polyacrylamide and montmorillonite total amount.
4. the polymer matrix composite of perception civil engineering structure super large deformation according to claim 1, its feature exists In described water: polyacrylamide: montmorillonite=10:4:3, carbon fiber: CNT: white carbon black=4:20:15, methylcellulose consumption For the 0.5% of polyacrylamide and montmorillonite total amount, Polyvinylpyrrolidone consumption is the 22% of CNT, the use of carbon-based material Measure 3.2% for polyacrylamide and montmorillonite total amount.
5. the polymer matrix composite of perception civil engineering structure super large deformation according to claim 1, its feature exists In described water: polyacrylamide: montmorillonite=10:4:4, carbon fiber: CNT: white carbon black=3:15:20, methylcellulose consumption For the 0.4% of polyacrylamide and montmorillonite total amount, Polyvinylpyrrolidone consumption is the 20% of CNT, the use of carbon-based material Measure 2.8% for polyacrylamide and montmorillonite total amount.
6. the polymer matrix composite of perception civil engineering structure super large deformation according to claim 1, its feature exists In described water: polyacrylamide: montmorillonite=10:4:5, carbon fiber: CNT: white carbon black=3:15:20, methylcellulose consumption For the 0.4% of polyacrylamide and montmorillonite total amount, Polyvinylpyrrolidone consumption is the 20% of CNT, the use of carbon-based material Measure 2.8% for polyacrylamide and montmorillonite total amount.
7. the polymer matrix composite wood of perception civil engineering structure super large deformation described in a kind of claim 1-6 any claim The preparation method of material is it is characterised in that methods described step is as follows:
First, carbon fiber, CNT and the methylcellulose as dispersant and polyethylene pyrrole are added in a certain amount of water Pyrrolidone, is placed in dispersion 0.5~2 hour in Ultrasonic cell smash after manual stirring is uniform, and ensures temperature in dispersive process Degree can not be too high, at 20~30 DEG C, then is disperseed with ultrasonic cleaner, disperses 20~40 minutes every time, is spaced 30 minutes After carry out second dispersion, be divided into scattered 4 times;
2nd, add white carbon black in the dispersion liquid obtaining in step one, stirred with agitator for cement mortar, stir It is slowly added into the uniform polyacrylamide of mix and montmorillonite, first low rate mixing 3~5 minutes, quickly stir 5~8 minutes afterwards, Carry out secondary stirring 3~5 minutes, so far each material is uniformly dispersed after 24 hours;
3rd, anode material prepared by step 2 is clogged to mould, dense extrusion.
8. polymer matrix composite described in claim 1-6 any claim is laid on civil engineering structure surface and is used for supervising Geodesic structure deforms.
CN201510193493.XA 2015-04-22 2015-04-22 Polymer-based composite material sensing civil engineering structure super-deformation, and preparation method and application thereof Active CN104774413B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510193493.XA CN104774413B (en) 2015-04-22 2015-04-22 Polymer-based composite material sensing civil engineering structure super-deformation, and preparation method and application thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510193493.XA CN104774413B (en) 2015-04-22 2015-04-22 Polymer-based composite material sensing civil engineering structure super-deformation, and preparation method and application thereof

Publications (2)

Publication Number Publication Date
CN104774413A CN104774413A (en) 2015-07-15
CN104774413B true CN104774413B (en) 2017-01-18

Family

ID=53616200

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510193493.XA Active CN104774413B (en) 2015-04-22 2015-04-22 Polymer-based composite material sensing civil engineering structure super-deformation, and preparation method and application thereof

Country Status (1)

Country Link
CN (1) CN104774413B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106589737A (en) * 2016-11-28 2017-04-26 天津盼易科技有限公司 Novel macromolecular composite material and preparation method thereof

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101418107A (en) * 2007-10-22 2009-04-29 东丽纤维研究所(中国)有限公司 Nano graphite high conductivity composite material and preparation method
CN101805491A (en) * 2009-09-22 2010-08-18 龙海市奈特化工有限责任公司 Composite material with electromagnetic shielding effect and preparation method thereof
CN102827317A (en) * 2012-08-31 2012-12-19 淮阴工学院 Attapulgite/polyacrylamide composite thickening agent and preparation method

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101183696B1 (en) * 2010-08-10 2012-09-14 충남대학교산학협력단 Carbon material-polymer composite for shielding and absorption of electromagnetic wave and manufacturing method thereof

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101418107A (en) * 2007-10-22 2009-04-29 东丽纤维研究所(中国)有限公司 Nano graphite high conductivity composite material and preparation method
CN101805491A (en) * 2009-09-22 2010-08-18 龙海市奈特化工有限责任公司 Composite material with electromagnetic shielding effect and preparation method thereof
CN102827317A (en) * 2012-08-31 2012-12-19 淮阴工学院 Attapulgite/polyacrylamide composite thickening agent and preparation method

Also Published As

Publication number Publication date
CN104774413A (en) 2015-07-15

Similar Documents

Publication Publication Date Title
Dong et al. Piezoresistive behaviours of carbon black cement-based sensors with layer-distributed conductive rubber fibres
CN105067164B (en) Conducting cement-based composite material and its preparation method and application
CN104964878A (en) Triaxial test system and method for unsaturated soil multi-field coupling
CN103776696A (en) Drawing and shear testing device for geosynthetics
CN110595914B (en) Method for detecting compaction and shearing characteristics of asphalt mixture in construction compaction process
CN206440269U (en) One kind is used for subgrade settlement automatic monitoring system
CN105509934B (en) A kind of method for measuring expansion cement slurry expansion compression
WO2012141727A1 (en) Sensor-enabled geosynthetic material and method of making and using the same
CN101149302A (en) Sensor for monitoring/measuring stress/ strain
Lee et al. Void detection of cementitious grout composite using single-walled and multi-walled carbon nanotubes
CN104774413B (en) Polymer-based composite material sensing civil engineering structure super-deformation, and preparation method and application thereof
CN114014602A (en) Self-repairing cement-based material and preparation method and test method thereof
CN105403458B (en) Tensile test device and its operating method based on normal triaxial instrument
CN105642903B (en) The process for dispersing that a kind of nickel nanowire surface non-covalent modification is modified
CN110593064B (en) Detection device for compaction and shearing characteristics of asphalt mixture in construction compaction process
CN208167826U (en) A kind of monitoring of expansive soil slope and guard system
CN101067581A (en) Pressure dispersing anchorage cable stress state monitoring device
CN208704650U (en) A kind of tunnel lining concrete nano cement strain transducer monitoring system
CN209014448U (en) One kind is for quickly testing grouting for water plugging material cohesive force device
CN202000382U (en) Composite foundation model test flume
CN106995287A (en) A kind of high-strength intelligent epoxy concrete and preparation method and application
CN115387407A (en) Full-coverage flexible sensing film, system and method for early warning of retaining wall
CN103011694B (en) Polyethylene terephthalate (PET)-based composite material capable of sensing stress variation and preparation method thereof
CN204855320U (en) Adopt impervious test device of concrete that waterproof layer is sealed
CN106052628A (en) GNSS bridge deformation detection quick inquiry system and measuring method of same

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
EXSB Decision made by sipo to initiate substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant