KR20160008050A - Reformed asphalt composition for waterproof sheet or coating and preparing method thereof - Google Patents

Abstract

The present invention relates to an Improved asphalt production method for modified asphalt waterproof sheet or waterproof coating and composition thereof. the improved asphalt of the present invention reduces cracks formed on a bottom surface of concrete where asphalt waterproof sheets are constructed by maintaining excellent adhesiveness and flexibility even at a low temperature. In addition, the improved asphalt shows stiffness at a high temperature, and thus plastic deformation occurs at a reduced rate. The improved asphalt of the present invention also exhibits tensile strength and expansion rate which are enough to fill the cracks (or holes) formed on the bottom surface of the constructed asphalt waterproof sheet owing to self-healing ability. By developing improved asphalt for self-healing type modified asphalt waterproof sheet or waterproof coating for a behavior of the bottom surface of concrete with excellent adhesiveness, stable waterproof quality can be secured.

Description

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a modified asphalt composition for waterproofing sheets,

The present invention relates to an asphalt waterproofing sheet which is excellent in adhesion performance on a concrete base surface and maintains flexibility even at a low temperature to generate less cracks and has a stiffness at a high temperature to cause plastic deformation, A sufficient tensile strength to fill a crack (or hole) generated in the bottom surface of the waterproof sheet

And more particularly, to a method and a composition for manufacturing modified asphalt waterproof sheet or waterproof coating film having improved elongation.

Concrete structure is a complex structure, and its durability is deteriorated due to its physical and chemical properties. Decrease of durability of concrete structure is a phenomenon accelerating cracks, penetration of rainwater, corrosion of reinforcing steel and expansion of structure . In particular, the behavior and cracks of concrete have been exposed to the risk of defects at all times, such as the waterproof sheet being inflated or broken due to the stress transmitted to the combined waterproof layer. The waterproof sheet is connected to the waterproof layer combined with the behavior of the structure, and the waterproof sheet is inflated or broken. Therefore, irrespective of cracks or deterioration of concrete, the waterproof layer is required to have a waterproof material and a waterproofing method which can stably maintain the waterproof performance continuously.

Waterproofing materials and waterproofing technology As for the technology trend, there are asphalt waterproofing, mortar waterproofing, synthetic rubber sheet waterproofing, chlorinated vinyl sheet waterproofing and improved asphalt sheet waterproofing used in slabs, and urethane, acrylic rubber , Rubber asphalt, and acrylic resin.

Currently most of the waterproofing materials and methods are waterproof modified asphalt sheet, synthetic polymer based sheet waterproofing, and urethane-based waterproofing is used as the film waterproofing. The currently used urethane waterproofing agent is the most used product as a waterproofing agent for construction, and it has good physical properties but it is not suitable for cracking of concrete structure and cracked structure. Therefore, if the construction surface is not completely dried, residual water vapor pressure The swelling of the sheet occurs. Most of these waterproofing materials have a problem in terms of construction conditions and durability due to the use of a single material. Due to these problems, many domestic and foreign studies have developed waterproofing materials and construction methods that are easy to work and have low risk of damage without being influenced by the types of structures, the temperature and humidity, and the behavior of the structures in the construction system to solve the waterproofing problem Direction.

The properties of modified asphalt with the addition of polymer to asphalt appear in various forms depending on the properties of polymer, properties of asphalt, mixing conditions and compatibility of asphalt. Asphalt coated on a waterproof sheet base material has a stiffness at a low temperature and a crack (or crack) at a low temperature due to a physical temperature change, resulting in leakage. At high temperatures, the flow resistance of the coating decreases, There is a falling characteristic.

Also, a typical example of a defect in the cracking problem of the base surface of an asphalt waterproof sheet formed by impact is that crack (or fine hole) is generated on the base surface when the waterproof sheet is damaged (or infiltrated) by a nail or a sharp object There are a lot of cases.

Accordingly, an object of the present invention is to produce a modified asphalt waterproof sheet or a waterproof coating modified asphalt which has less cracking due to its flexibility maintained at a low temperature and has a stiffness at a high temperature to cause plastic deformation.

Another object of the present invention is to provide a self-healing type asphalt waterproofing sheet having a sufficient tensile strength and elongation to fill a crack (or hole) formed on the bottom surface of an asphalt waterproof sheet applied in this case, For the manufacture of modified asphalt for sheet or waterproof coatings.

The above object of the present invention is to provide an asphalt waterproofing sheet which is excellent in adhesion performance on a concrete base surface and maintains flexibility even at a low temperature to generate less cracks and has a stiffness at a high temperature, (Or holes) formed in the bottom surface of the constructed asphalt waterproof sheet, and a modifying asphalt for a waterproof coating film for an improved asphalt waterproof sheet, which has a sufficient tensile strength and elongation.

Another object of the present invention is to manufacture modified asphalt waterproofing sheet or waterproof coating modified asphalt which can be applied to the waterproofing of KS F 4934 (2008) and Korea Highway Construction Concrete Pavement Waterproofing Agent .

More specifically, the objects of the present invention are to provide a method for producing a modified asphalt composition, which is not a conventional SBS modified asphalt but contains a plurality of modifiers such as SBS, SIS, thermoplastic polyurethane, polybutene, natural resin, petroleum resin, ethylene vinyl acetate And a plasticizer are selected and the optimum composition of the mixture is obtained to prepare an optimum modified asphalt waterproof sheet or a modified asphalt for a waterproof coating film. Most preferably, in the present invention, 60 to 65 wt% of asphalt, 7 to 12 wt% of a plasticizer, 8 to 11 wt% of a styrene-butadiene-styrene block copolymer (SBS), 4 to 7 of a styrene-isoprene- (Ethylene vinyl acetate (EVA), styrene-butadiene rubber (SBR), styrene-butadiene latex and thermoplastic polyurethane), and the like, and other modifiers such as polybutene, petroleum resin, natural resin, The above plasticizer is added to a mixture of the above asphalt and the above-mentioned SBS, SIS and other modifiers in a weight ratio of 140 to 160 캜 while appropriately adjusting the weight ratio of 12 to 23 wt% And stirring the mixture at a temperature of from 170 to 200 DEG C for not less than 2 hours at not less than 1200 rpm to produce a modified asphalt waterproof sheet or a waterproof coating film modified asphalt . The annual production of asphalt is decreasing due to the upgrading of refineries' upgrading facilities, and the asphalt grade is gradually spreading to the PG grade due to the expansion of the asphalt common grade. In general, the use of AP-3 (PG58-22), which has soft properties due to the relatively high intrusion, is used to increase the adhesive strength, while suppressing the production of AP-3 (PG58-22) It is advantageous to manufacture. Therefore, the asphalt is preferred to the PG grade AP-3. It is preferred that both SBS and SIS have a molecular weight of 50,000 to 300,000 g / mol. The other modifier is one or a mixture of two or more of polybutene, petroleum resin, natural resin, ethylene vinyl acetate (EVA) and thermoplastic polyurethane (TPU). In the present invention, in the mixture composition composed of the above other modifier, 3 to 8 wt% of polybutene, 3 to 5 wt% of petroleum resin, 3 to 5 wt% of ethylene vinyl acetate (EVA) and a thermoplastic polyurethane The modified asphalt for waterproofing sheet or the modified waterproofing sheet can be produced with the composition of the other modifier mixture of 3 to 5% by weight. Wherein the petroleum resin is a polymer of a C-9 aromatic monomer, the natural resin is a rosin-based natural resin, and the thermoplastic polyurethane (TPU) has a molecular weight of 1,500 Ester or ether based thermoplastic polyurethane having a vinyl acetate content of 2,000 g / mol and ethylene vinyl acetate (EVA) having a vinyl acetate content of 28% by weight. The plasticizer may be one of waxes containing paraffin wax or a mixture of two or more waxes.

The most typical problems or defects in waterproofing methods such as waterproofing materials, waterproofing of sheets, waterproofing of sheets, and waterproofing of sheets are cracks and tearing of the coating film and breakage of the sheet. The above problems or defects are largely caused by a lack of responsiveness of the coating to the behavior of the concrete base surface, a difference in water resistance between the waterproof sheet material and the joint material, and a weakening of the adhesion at the waterproof sheet joint. Therefore, the present invention has an excellent effect of securing a stable waterproof quality by developing a self-healing type asphalt waterproof sheet for the behavior of a concrete surface having excellent adhesiveness.

1 is a diagram showing a reaction surface according to a response surface methodology for deriving an optimal composition ratio of modifiers SBS and SIS for optimizing the penetration of modified asphalt in Experimental Example 2 of the present invention.
FIG. 2 is a diagram showing a response surface according to a response surface methodology for deriving an optimum composition ratio of modifiers SBS and SIS for optimizing low-temperature bending property of modified asphalt in Experimental Example 2 of the present invention.
3 is a diagram showing the results of low-temperature bending property in the experiment for manufacturing the modified asphalt waterproof sheet or modified asphalt for waterproof coating film according to Example 1 of the present invention.

Hereinafter, the present invention will be described in detail with reference to Examples and Experimental Examples, but the scope of the present invention is not limited to these Examples and Experimental Examples.

Experimental Example  1. Asphalt according to the present invention AP -3 and AP -5 physical property analysis experiment

In the present invention, physical properties such as penetration, softening point, flash point, and viscosity were analyzed for characterization and physical properties of asphalt AP-3 and AP-5. As a result of the experiment, it was found to be advantageous to use AP-3 having a soft characteristic due to the relatively high penetration in order to increase the adhesive strength of the present invention as shown in [Table 1] and [Table 2].

AP-3 (PG58-22) Physical Properties Experiment Item SK Modern S-OIL Intrusion (25 ℃) 89 84 83 Softening point (℃) 48 48 46 Flash point (℃) 329 333 330 Viscosity
(CPS) 180 DEG C 65 60 63 140 ° C 208 215 285 100 ℃ 1750 1860 1740

AP-5 (PG64-22) Property Test Item SK Modern S-OIL GS Intrusion (25 ℃) 78 73 71 74 Softening point (℃) 51 50 53 52 Flash point (℃) 330 336 335 3333 Viscosity
(CPS) 180 DEG C 85 80 85 87 140 ° C 315 328 381 365 100 ℃ 3350 3020 28600 3160

Experimental Example 2: Determination of proper composition ratio of asphalt and synthetic rubber modifier SBS and SIS according to the present invention

The mass composition ratios of AP-3 asphalt, plasticizer and calcium carbonate melted at 150 ℃ were fixed to 63 g, 4 g and 23.5 g, respectively, and 1200 rpm or more for more than 2 hours at 180 ℃ with varying amounts of synthetic rubber modifiers SBS and SIS To prepare a modified asphalt waterproof sheet or a modified asphalt for a waterproof coating film. The penetration, softening point, viscosity and low temperature flexibility of the modified asphalt were analyzed. As a result, the results of the physical properties analysis were statistically used as the reaction surface analysis method to derive 8.5 and 5 as the optimum compositions of the synthetic rubber modifiers SBS and SIS of the asphalt composition, as shown in FIGS. 1 and 2. Compared with the case where the compositions of SBS and SIS according to the present invention are 8.5 and 5 and the composition of only SBS, which is the compounding ratio of general waterproof sheet, is 9.5,

1) the softening point remained at a similar level; 2) Intrusion was more than 5.5mm and 4.3mm, respectively, and penetration increased by 28%. This increase in penetration has shown that the self-healing ability of the modified asphalt waterproof sheet or the modified waterproofing asphalt according to the present invention is improved over the general waterproof sheet; 3) Since the low temperature flexibility is lower than -24 ° C and -10 ° C, respectively, and the low temperature flexibility is lowered to about 14 ° C, the modified asphalt waterproof sheet for waterproof sheet or the waterproof coating film according to the present invention, To cope with the cold of winter caused by; 4) It was confirmed that SIS compared to SBS contributes to reduction of viscosity of waterproofing compound, so that it has an effect of improving workability and applicability of waterproofing compound.

Experimental Example  3. Six kinds of guitars according to the present invention Modifier  Experiment

The mass composition ratio of AP-3 asphalt, SBS, and SIS dissolved at 150 ° C was fixed and the other modifier, natural resin, petroleum resin, polybutene, ester type thermoplastic polyurethane (K-490AB) and ether type thermoplastic 20 g of each of two kinds of polyurethane (K-395AB and K-385AX) was added to prepare six modified asphalt mixtures of 410 g each. Experimental results were as follows: 1) The softening point of the six modifiers was not significantly different, and the viscosities of the thermoplastic polyurethane and the petroleum resin increased with increasing viscosity. Polybutene showed almost no increase in viscosity and viscosity; 2) Except for polybutene, the penetration depth was about 3 mm, and the polybutene penetration was relatively high; 3) Since the standard deviation is large because the low temperature bending property is measured at five intervals, the low temperature bending property is relatively low in the low temperature bending property, while the low temperature bending property is similar in the variation range. ; 4) Adhesive strength was comparatively high in natural resins and petroleum resins, although the adhesion strength was not significantly different from each other. However, in the case of the compound having less adhesive property, .

As a result of the comprehensive analysis of the above results, 1) polybutene which showed advantages in relatively low temperature flexibility and penetration; 2) petroleum resin used as adhesion promoter of asphalt compound; 3) Among the thermoplastic polyurethanes, ester thermoplastic polyurethanes having relatively low unit cost and low processing temperature were selected as the most preferable remaining modifiers of the present invention.

Example  1. For the modified asphalt waterproof sheet according to the present invention, Waterproof coating Modified asphalt  Produce

As the essential components of the modified asphalt, AP-3 asphalt, plasticizer, SBS and SIS dissolved at 150 ° C were used as the essential components of the modified asphalt. In addition to polybutene, petroleum resin and ester-based thermoplastic polyurethane, A modified asphalt waterproofing sheet or a waterproof coating film modified asphalt production experiment was conducted using one of the other modifiers added with EVA (ethylene vinyl acetate) having a content of 28 wt% as a selective component. In this experiment, only the composition ratio of AP-3 asphalt was fixed to 70.3% by weight, and the composition ratio of the plasticizer and optional components, which is one of the other modifiers, was made constant at 15.5% by weight. In addition, the total composition ratio of SBS and SIS was fixed at 14.4 wt%. This composition was stirred at 180 캜 for 2 hours or more at 1200 rpm or more to prepare a modified asphalt waterproof sheet or a modified waterproof film asphalt. The results of analyzing the low-temperature bending properties of the modified asphalt thus produced are shown in FIG. As a result of the softening point analysis, the softening point was the highest in group 3 where the plasticizer content was 0 wt% and the content of one of the other modifiers selected was 15.5 wt%, but considering the dispersibility of the modified asphalt components, (Ethylene vinyl acetate) as the optional component, the softening point was the highest in Group 1, and the content thereof was 5.2 wt% [about 6.9 wt% based on the (asphalt + EVA) content] to be. As a result of the penetration analysis, 10.3% by weight of the plasticizer of Group 1 generally exhibited a high penetration, and thus it was considered that a self-retaining lubricant could be secured against external impact or physical cracking. Among them, the penetration rate of polybutene and petroleum resin was relatively high, and the penetration value of SBS and SIS was not significantly different from that of Group 1, Group 2 and Group 3, and the content of polybutene and petroleum resin of Group 1 Is about 6.9 wt% based on 5.2 wt% (asphalt + polybutene or petroleum resin) content, respectively. Low temperature flexibilisation results showed that the low temperature flexibility was generally lowest in group 3, but the low temperature flexibility was exceptionally good only in polybutene. It is considered that polybutene played a role as plasticizer in softening and softening of rubber modifier in asphalt. As with the other results analysis, group 1 was the most excellent, with the best response to cold cracking when the polybutene content was 5.2 wt% [6.9 wt% (asphalt + polybutene) content] . Finally, as a result of the adhesion strength analysis, the content was found to be 5.2% by weight in the group [SBS 10.3% by weight and SIS 4.1% by weight] and about 6.9% by weight based on the content of asphalt + ester thermoplastic polyurethane (TPU) (TPU) was the highest. This is presumably because the thermoplastic polyurethane (TPU) has polarity and is miscible with nonpolar polymers when the content is very small. On the other hand, in group 3, the adhesion strength of polybutene of all groups was higher than that of polybutene. This is because polybutene plays a role of plasticizer in softening and softening of rubber modifier in asphalt. Therefore, the ester-based thermoplastic polyurethane (TPU) and the polybutene are each used in an amount of 5.2 wt% or less (asphalt + ester-based thermoplastic polyurethane (TPU)) of about 6.9 wt% or less and 5.2 to 15.5 wt% Butene) content of about 6.9 to 18.1% by weight].

Example  2. For the modified asphalt waterproof sheet according to the present invention, Waterproof coating Modified asphalt  Produce

Petroleum resin and ester-based thermoplastic polyurethane which were other modifiers selected in Experimental Example 3 were added to AP-3 asphalt, plasticizer, SBS and SIS which had been melted at 150 占 폚, EVA having a vinyl acetate content of 28% by weight Vinyl acetate) was further stirred at 1200 캜 or more for 2 hours or more at 180 캜 to prepare a modified asphalt waterproof sheet or a modified waterproof film asphalt. The composition of the mixture is as follows: 60 to 65 wt% of asphalt, 7 to 12 wt% of plasticizer, 8 to 11 wt% of SBS, 4 to 7 wt% of SIS, 3 to 8 wt% of polybutene, 3 to 5 wt% 3 to 5 wt% and EVA 3 to 5 wt%. The properties of modified asphalt as shown in Table 3 were obtained.

The physical property test value of the modified asphalt of the present invention Evaluation items
(Key Performance Spec ¹⁾ ) unit Korea Construction & Environment Testing Institute Korea Institute of Machinery & Electric Testing Korea Quality Technology
laboratory medium  One. The tensile strength Length N / mm 5.6 7.4 8.6 7.2 6.2 7.1 8.3 7.2 butterfly  2. Elongation rate
Length % 679 575 350 535 butterfly 612 557 335 501 48 35 42 41.7  3. Tear performance Length N 50 32 39 40.3 butterfly  4. Flexural Resistance Performance - clear clear clear clear 5. Connection
  Stable performance My hydrostatic performance - clear clear clear clear Peel resistance performance N / mm 4.4 3.5 1.9 3.27 6. Attachment Performance N / mm 3.7 3.4 1.8 2.97 7. My dent performance - clear clear clear clear 8. Endothelial performance - clear clear clear clear

_{[Note] 1) Refer to Korean Industrial Standard KS F 4934}

Claims (14)

Wherein the composition comprises 60 to 65% by weight of asphalt, 7 to 12% by weight of plasticizer, 8 to 11% by weight of SBS, 4 to 7% by weight of SIS and 12 to 23%
Wherein said plasticizer is added to said mixture of said asphalt and said weight ratio of SBS, SIS and other modifier at 140 to 160 캜 to induce dispersion of the mixture, followed by stirring at 170 to 200 캜. Or a waterproof coating film. The method as claimed in claim 1, wherein the asphalt is a PG grade AP-3. The method of claim 1, wherein the agitation is performed for 2 hours or more. The method as claimed in claim 1, wherein the SBS has a molecular weight of 50,000 to 300,000 g / mol. The method as claimed in claim 1, wherein the SIS has a molecular weight of 50,000 to 300,000 g / mol. The modified asphalt waterproofing material according to claim 1, wherein the remaining modifier is at least one selected from the group consisting of polybutene, petroleum resin, natural resin, ethylene vinyl acetate (EVA), and thermoplastic polyurethane A method for producing a modified asphalt composition for a sheet or a waterproof coating film. The method for manufacturing a modified asphalt waterproofing sheet according to claim 1, wherein the stirring is performed at 1200 rpm or more. [7] The method of claim 6, wherein the polybutene has a molecular weight of 700 to 1,000 g / mol. The method of claim 6, wherein the petroleum resin is a polymer of a C-9 aromatic monomer. 7. The method of claim 6, wherein the natural resin is a rosin-based natural resin. The asphalt waterproof sheet according to claim 6, wherein the thermoplastic polyurethane is an ester-based or ether-based thermoplastic polyurethane having a molecular weight of 1,500 to 2,000 g / mol. Or a waterproof coating film. 7. The method of claim 6, wherein ethylene vinyl acetate (EVA) has a vinyl acetate content of 28 weight%. The composition according to any one of claims 1 to 6, wherein the remaining modifier comprises 3 to 8% by weight of polybutene, 3 to 5% by weight of petroleum resin, 3 to 5% by weight of ethylene vinyl acetate (EVA) And 3 to 5% by weight of a thermoplastic polyurethane. A method for producing a modified asphalt composition for a waterproof sheet or a waterproof coating film, A modified asphalt waterproof sheet or waterproof coating film modified asphalt composition produced by the method according to any one of claims 1 to 13.

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