CN104446137B - A kind of method utilizing thermal linear expansion coefficient to prepare epoxy resin mortar and concrete - Google Patents
A kind of method utilizing thermal linear expansion coefficient to prepare epoxy resin mortar and concrete Download PDFInfo
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- CN104446137B CN104446137B CN201410609307.1A CN201410609307A CN104446137B CN 104446137 B CN104446137 B CN 104446137B CN 201410609307 A CN201410609307 A CN 201410609307A CN 104446137 B CN104446137 B CN 104446137B
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Abstract
The present invention relates to the computational methods of thermal linear expansion coefficient, in particular to a kind of method utilizing thermal linear expansion coefficient to prepare epoxy resin mortar and concrete.The present invention is by the measuring method according to thermal linear expansion coefficient, it is determined by the thermal linear expansion coefficient of required epoxy resin mortar, formula is used to calculate required epoxy resin mortar epoxy resin and the volume relationship of filler, calculate quality proportioning further according to volume relationship, obtain meeting the making formula of the epoxy resin mortar using environment.The present invention computing formula by thermal linear expansion coefficient, provide and a kind of calculate epoxy resin mortar and the matching method of epoxy resin concrete material simply, efficiently, accurately, various construction field can be widely used in, can quickly obtain being suitable for construction and using the epoxy resin mortar under environment or epoxy resin concrete, there is great promotional value.
Description
Technical field
The present invention relates to the computational methods of thermal linear expansion coefficient, utilize in particular to one linear
Thermal coefficient of expansion prepares the method for epoxy resin mortar and concrete.
Background technology
Epoxy resin mortar is that one mixes with inorganic filler by a certain percentage with epoxy resin, curing agent
The composite of configuration, the solidfied material of its epoxy resin is by epoxy resin and curing agent
The high polymer with three-dimensional net structure that cross-linking reaction is formed, extensive at applications in civil engineering.
Often there is the destruction caused because of temperature change in epoxy resin mortar during using, therefore,
When using epoxy resin mortar, need its thermal linear expansion coefficient is measured, meeting relevant wanting
Can use in the case of asking.But, the measurement of thermal linear expansion coefficient is time-consuming a, consumption
Power, the work of consuming, accurate measurement needs the instrument of costliness to realize especially.And by
In epoxy resin mortar, each raw-material composition, ratio often change, particularly development, if
Each test ratio is carried out the test of thermal linear expansion coefficient, it will consumption great effort,
Financial resources, material resources, also can have a strong impact on progress and the quality of research and development.Therefore, in the urgent need to finding
A kind of method simple, practical, quick calculates the thermal linear expansion coefficient of epoxy resin mortar.
Summary of the invention
Present invention aim to solve the deficiency of above-mentioned background technology, it is provided that one utilizes line
Linear thermal expansion coefficient prepares the method for epoxy resin mortar and concrete.
The testing method of the present invention is based on " ASTM D696 Standard Test Method
for Coefficient of Linear Thermal Expansion of Plastics Between-30℃
30 DEG C of with a Vitreous Silica Dilatometer of and " linear thermal expansion system in standard
The method of testing of number, the schematic diagram of concrete method of testing is shown in Fig. 1, utilizes and be wrapped in quartz glass
The expansion change that sample 3 in pipe 4 occurs in temperature inversion, is gone out by quartz glass bar 5
Existing discrepancy in elevation change obtains the concrete numerical value expanding change of sample 3.
The principle of the present invention is as follows: owing to the linear expansion coefficient of filler is far smaller than asphalt mixtures modified by epoxy resin
Fat, in epoxy resin mortar, filler is all wrapped up by epoxy resin, and when cooling, filler can limit
The contraction of a part of wrapped resin, resin then can increase the contraction of wrapped up filler;During intensification,
Filler can limit the expansion of a part of wrapped resin, and resin then can increase the swollen of wrapped up filler
Swollen.For the ease of analyzing epoxy resin mortar linear expansion coefficient, make hypothesis below:
(1) not considering to limit in expansion, contraction process, epoxy resin, filler are made because limiting
The change caused with the stress produced;
(2) embedding effec of filler is not considered, it is believed that filler is wrapped up by epoxy resin completely;
(3) by abstract for filler for cube, the epoxy resin of parcel filler is also divided into uniformly
Cube, do not consider the restriction effect between each cube;
(4) do not consider temperature gradient effect, do not consider cubic deformation;
Owing to the elastic modelling quantity (generally between 20-30Gpa) of filler is much larger than epoxy resin
Elastic modelling quantity (generally between 0.1-2.8Gpa), heat up or temperature-fall period in, filler
Epoxy resin is deformed the restriction effect that filler is deformed by restriction effect much larger than epoxy resin,
Namely when the filled restriction of epoxide resin material, the linear heat of epoxy resin is divided in this restricting portion
The coefficient of expansion can be equal to the thermal linear expansion coefficient of filler.Therefore thermal linear expansion coefficient etc.
When each material is without constraint, each material thermal linear expansion coefficient by volume relation calculating sum draws
Thermal linear expansion coefficient deduct the contraction of the filled restriction of its epoxy resin.
The technical scheme is that one utilize thermal linear expansion coefficient prepare epoxy resin mortar and
The method of concrete, it is characterised in that: according to construction usage environment, determine required epoxy
The thermal linear expansion coefficient α of mortare, with reference to the thermal linear expansion coefficient α of epoxy resin mortareSelect to close
Suitable epoxy resin and filler are (it is generally required to according to actual environment, select the suitable epoxy of performance
Resin);Described filler is particle diameter quartz sand between 4.75mm~5.50mm or river sand;
The thermal linear expansion coefficient of described epoxy resin is α1, the linear thermal expansion system of described filler
Number is α2;According to following computing formula, determine the volume relationship of epoxy resin and filler:
Wherein: αeThe thermal linear expansion coefficient of epoxy resin mortar;
α1The thermal linear expansion coefficient of epoxy resin;
α2The thermal linear expansion coefficient of filler;
V1The volume of epoxy resin;
V2The volume of filler;
Described epoxy resin and packing density are respectively ρ1、ρ2, utilize density formula, calculate
Go out the quality proportioning of epoxy resin and filler;Choose epoxy resin and the filler of above-mentioned quality proportioning
Mix and blend prepares epoxy resin mortar.
The thermal linear expansion coefficient α of the epoxy resin chosen in the most described step 21
In the range of αe<α1<3.5αe。
The thermal linear expansion coefficient of the most described epoxy resin mortar is αe, with reference to span
0.65αe<αc<0.85αe, determine the thermal linear expansion coefficient α of epoxy resin concretec;Described
The thermal linear expansion coefficient of rubble added in epoxy resin mortar be α3;Public according to lower column count
Formula, determines the volume ratio of epoxy resin mortar and rubble:
Wherein: αcThe thermal linear expansion coefficient of epoxy resin concrete;
αeThe thermal linear expansion coefficient of epoxy resin mortar;
α3The thermal linear expansion coefficient of rubble;
VeThe volume of epoxy resin mortar;
V3The volume of rubble;
The density of described epoxy resin mortar is ρ3, the density of rubble is ρ4, utilize density formula,
Draw the quality proportioning of epoxy resin mortar and rubble, choose epoxy resin mortar and the rubble of this quality proportioning
Mix and blend prepares epoxy resin concrete.
The derivation that computing formula of the present invention is concrete is as follows: Fig. 2, Fig. 3 are that epoxy resin mortar is taken out
As model, wherein the epoxy resin mortar length of side is d1, the length of side of filler is d2.Assume epoxy in Fig. 3
The volume of resin is V1, the volume of filler is V2, and V1+V2=1, V2=d2 3.With cooling
As a example by, compared with Fig. 2, in Fig. 3, pure epoxy resin part with free shrink, and can be wrapped up and filling out
The part of material, i.e. d in Fig. 32Part resin be restricted cannot free shrink, the most right
Compression is caused inside mortar.Ignore the contraction that filler causes because of the restriction of epoxy resin, then:
Deformation (the ε of final systeme)=epoxy resin free shrink deformation (ε1)+filler is certainly
By contraction distortion (ε2)-resin confined shrinkage deformation (εlim)
Be converted to formula:
ε1=l1×α1× Δ T=V1×α1× Δ T formula 3
ε2=l2×α2× Δ T=V2×α2× Δ T formula 4
Wherein: ε1Epoxy resin free shrink deforms;
ε2Filler free shrink deforms;
α1Epoxy resin thermal linear expansion coefficient;
α2Filler thermal linear expansion coefficient;
l1The length of epoxy resin;
l2The length of filler;
V1The volume of epoxy resin;
V2The volume of filler;
Δ T temperature change;
(testing standard according to thermal linear expansion coefficient can to assume the change of other both direction length
Know, measure thermal linear expansion coefficient and only consider the change on length direction, other both directions
Change is not counted in consideration), and εlimFor d in Fig. 32The confined shrinkage value of part, i.e. d2Portion
Divide the product of volume shared by epoxy resin and the difference of bi-material thermal linear expansion coefficient, as follows
Formula:
εlim=(α1-α2)×(d1 2-d2 2)×d2× Δ T formula 5
Wherein: α1Epoxy resin thermal linear expansion coefficient;
α2Filler thermal linear expansion coefficient;
d1The length of epoxy resin mortar;
d2The length of filler;
Δ T temperature change;
According to V1+V2=1, V2=d2 3Understanding, formula 3 is variable to be turned to:
Then final epoxy resin mortar thermal linear expansion coefficient αeCan be calculated as follows:
Above formula is the computing formula of epoxy resin mortar thermal linear expansion coefficient, wherein V1For epoxy
The volume content of resin, V2Volume content for filler.
During actual application, it is thus necessary to determine that be V1And V2Volume relationship, then root
Obtain quality proportioning according to volume relationship and meet, to make, the epoxy resin mortar used under environment, because of
This, the thermal linear expansion coefficient α of the epoxy resin mortar being actually neededeIt is known that the epoxy resin needed
With filler it is known that therefore calculate V1And V2Volume relationship as follows:
Wherein: αeThe thermal linear expansion coefficient of epoxy resin mortar;
α1The thermal linear expansion coefficient of epoxy resin;
α2The thermal linear expansion coefficient of filler;
V1The volume of epoxy resin;
V2The volume of filler;
Filler is generally particle diameter quartz sand between 4.75mm~5.50mm or river sand.
The present invention computing formula by thermal linear expansion coefficient, it is provided that a kind of simple, efficiently,
Calculate epoxy resin mortar and the matching method of epoxy resin concrete material accurately, can answer widely
For various construction fields, can quickly obtain being suitable for construction and use the epoxy resin mortar under environment or
Person's epoxy resin concrete, has great promotional value.
Accompanying drawing explanation
Fig. 1: ASTM D696 measurement apparatus schematic diagram;
Fig. 2: epoxy resin mortar of the present invention simulation schematic diagram;
Fig. 3: epoxy resin mortar unit simulation schematic diagram of the present invention;
Wherein: 1 epoxy resin;2 fillers;3 samples;4 quartz glass tubes;5—
Quartz glass bar.
Detailed description of the invention
According to construction usage environment in actual application, it may be determined that epoxy resin mortar linear heat swollen
Swollen factor alphae, according to αeThis epoxy resin mortar epoxy resin and filler can be derived in turn
Volume relationship, further according to respective density, can obtain preparing the quality proportioning of this epoxy resin mortar.
Specifically comprise the following steps that 1), according to construction usage environment, determine required epoxy resin mortar
Thermal linear expansion coefficient αe, generally, according to the weather that construction is local, use environment
Under temperature change etc. may determine that the thermal linear expansion coefficient α of epoxy resin mortar of needse;
2), with reference to the thermal linear expansion coefficient α of the epoxy resin mortar usede, select suitable ring
Epoxy resins and filler, the thermal linear expansion coefficient of described epoxy resin is α1, the epoxy chosen
The thermal linear expansion coefficient α of resin1In the range of αe<α1<3.5αe, in actual use,
If the thermal linear expansion coefficient of epoxy resin mortar is excessive it is possible that stirring mixes showing of difficulty
As, the less epoxy resin of thermal linear expansion coefficient can be properly selected and carry out mix and blend.
The thermal linear expansion coefficient of described filler is α2;
3), according to following computing formula, the volume relationship of epoxy resin and filler is determined:
Wherein: αeThe thermal linear expansion coefficient of epoxy resin mortar;
α1The thermal linear expansion coefficient of epoxy resin;
α2The thermal linear expansion coefficient of filler;
V1The volume of epoxy resin;
V2The volume of filler;
4), inspection information obtains epoxy resin and the density of filler, respectively ρ1、ρ2, utilize
Density formula, calculates the quality proportioning of epoxy resin and filler, i.e.
Wherein: m1Epoxy resin quality;
m2Packing quality;
ρ1Epoxy resin density;
ρ2Packing density;
5), epoxy resin and the filler mix and blend of the proportioning in selecting step 4 prepares epoxy
Mortar.
Can prepare according to the epoxy resin mortar described in formula 1 and meet the epoxy that site environment requires
Resin concrete, adds rubble in epoxy resin mortar and can prepare epoxy resin concrete.Root
Thermal linear expansion coefficient α according to construction usage environment and selected epoxy resin mortare, with reference to value
Scope 0.65 αe<αc<0.85αe, determine the thermal linear expansion coefficient α of epoxy resin concretec;
The thermal linear expansion coefficient of the described rubble added in epoxy resin mortar is α3;According to following meter
Calculate formula, determine the volume ratio of epoxy resin mortar and rubble:
Wherein: αcThe thermal linear expansion coefficient of epoxy resin concrete;
αeThe thermal linear expansion coefficient of epoxy resin mortar;
α3The thermal linear expansion coefficient of rubble;
VeThe volume of epoxy resin mortar;
V3The volume of rubble;
Can get the volume ratio of epoxy resin, filler and rubble according to formula 1 and formula 2, utilize close
Degree formula, draws the quality proportioning of three kinds of compositions of epoxy resin concrete, chooses this quality proportioning
Epoxy resin and filler mix and blend prepare epoxy resin concrete.
The present invention calculated by formula can obtain difference use the concrete under environment or
The proportioning of mortar, it is not necessary to this is measured by substantial amounts of, expensive instrument and equipment, saves
Substantial amounts of manpower and materials.
The epoxy resin mortar additionally calculated this method carries out checking test, the method reference of test
《ASTM D696 Standard Test Method for Coefficient of Linear Thermal
Expansion of Plastics Between-30℃ and 30℃ with a Vitreous Silica
Dilatometer " standard, concrete test data see table:
Table 1: checking test data
Note: described mass ratio is the mass ratio of epoxy resin and filler, test value is for utilizing mark
The data that quasi-test method obtains, calculated value is the number utilizing computing formula of the present invention to calculate
Value.
From table 1 it follows that actual measured value and calculated value error are 0~7.04%, error
The least, maintain in allowed band, it was demonstrated that the computational methods that the present invention provides have the highest accurate
Property.
The present invention computing formula by thermal linear expansion coefficient, it is provided that a kind of simple, efficiently,
Calculate epoxy resin mortar and the matching method of epoxy resin concrete material accurately, can answer widely
For various construction fields, can quickly obtain being suitable for construction and use the epoxy resin mortar under environment or
Person's epoxy resin concrete, has great promotional value.
Claims (2)
1. one kind utilize thermal linear expansion coefficient computational methods to determine raw material proportioning prepares epoxy sand
The method of slurry, it is characterised in that: according to construction usage environment, determine required epoxy resin mortar
Thermal linear expansion coefficient αe, with reference to the thermal linear expansion coefficient α of epoxy resin mortareSelect suitably
Epoxy resin and filler;Described filler is particle diameter quartz between 4.75mm~5.50mm
Sand or river sand;The thermal linear expansion coefficient of described epoxy resin is α1, the line of described filler
Linear thermal expansion coefficient is α2;According to following computing formula, determine the volume of epoxy resin and filler
Relation:
Wherein: αeThe thermal linear expansion coefficient of epoxy resin mortar;
α1The thermal linear expansion coefficient of epoxy resin;
α2The thermal linear expansion coefficient of filler;
V1The volume of epoxy resin;
V2The volume of filler;
Described formula based on the assumption that (1) do not consider to limit expand, in contraction process, ring
The change that the stress that epoxy resins, filler produce because of restriction effect causes;
(2) embedding effec of filler is not considered, it is believed that filler is wrapped up by epoxy resin completely;
(3) by abstract for filler for cube, the epoxy resin of parcel filler is also divided into uniformly
Cube, do not consider the restriction effect between each cube;
(4) do not consider temperature gradient effect, do not consider cubic deformation;
Described epoxy resin and packing density are respectively ρ1、ρ2, utilize density formula, calculate
Go out the quality proportioning of epoxy resin and filler;Choose epoxy resin and the filler of above-mentioned quality proportioning
Mix and blend prepares epoxy resin mortar;
The thermal linear expansion coefficient α of epoxy resin1In the range of αe<α1<3.5αe。
2. one kind utilize thermal linear expansion coefficient computational methods to determine raw material proportioning prepares asphalt mixtures modified by epoxy resin
The method of fat concrete, it is characterised in that: described epoxy resin concrete utilizes right such as to want
Ask the epoxy resin mortar described in 1 to add rubble to be prepared from;The linear heat of described epoxy resin mortar is swollen
Swollen coefficient is αe, determine the thermal linear expansion coefficient α of epoxy resin concretecSpan be
0.65αe<αc<0.85αe;The thermal linear expansion coefficient of the rubble added in epoxy resin mortar is α3;
According to following computing formula, determine the volume ratio of epoxy resin mortar and rubble:
Wherein: αcThe thermal linear expansion coefficient of epoxy resin concrete;
αeThe thermal linear expansion coefficient of epoxy resin mortar;
α3The thermal linear expansion coefficient of rubble;
VeThe volume of epoxy resin mortar;
V3The volume of rubble;
The density of described epoxy resin mortar is ρ3, the density of rubble is ρ4, utilize density formula, draw
Epoxy resin mortar and the quality proportioning of rubble, choose epoxy resin mortar and the rubble mixing of this quality proportioning
Epoxy resin concrete is prepared in stirring.
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Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0888394B1 (en) * | 1996-03-22 | 2001-07-25 | Vantico AG | One-component epoxy resin tooling material |
CN1986479A (en) * | 2005-12-19 | 2007-06-27 | 深圳市海川实业股份有限公司 | Water-base epoxy color sand mortar and its preparing process and construction process |
CN101423358A (en) * | 2008-11-20 | 2009-05-06 | 同济大学 | Method for preparing high impact resistant epoxy resin mortar |
CN102061798A (en) * | 2010-12-06 | 2011-05-18 | 中建一局集团装饰工程有限公司 | Epoxy self-leveling floor with concrete sealing curing agent and construction method thereof |
CN103496887A (en) * | 2013-09-13 | 2014-01-08 | 天津大学 | Epoxy resin zirconium tungstate concrete and preparation method thereof |
-
2014
- 2014-11-03 CN CN201410609307.1A patent/CN104446137B/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0888394B1 (en) * | 1996-03-22 | 2001-07-25 | Vantico AG | One-component epoxy resin tooling material |
CN1986479A (en) * | 2005-12-19 | 2007-06-27 | 深圳市海川实业股份有限公司 | Water-base epoxy color sand mortar and its preparing process and construction process |
CN101423358A (en) * | 2008-11-20 | 2009-05-06 | 同济大学 | Method for preparing high impact resistant epoxy resin mortar |
CN102061798A (en) * | 2010-12-06 | 2011-05-18 | 中建一局集团装饰工程有限公司 | Epoxy self-leveling floor with concrete sealing curing agent and construction method thereof |
CN103496887A (en) * | 2013-09-13 | 2014-01-08 | 天津大学 | Epoxy resin zirconium tungstate concrete and preparation method thereof |
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