KR20150121734A - Composition of polymer repairing and reinforcing mortar - Google Patents

Abstract

The present invention relates to a polymer mortar composition for repairs and reinforcement including: 3-12 parts by weight of calcium sulfonate aluminate (CSA) based rapid hardening cement; 4-18 parts by weight of a calcium sulfonate aluminate (CSA) based expansion agent; 1-6 parts by weight of slaked lime; 0.6-6 parts by weight of a polyvinyl alcohol (PVA) resin; 0.002-0.006 parts by weight of aluminum powder; 0.4-1.2 parts by weight of a dispersant; and 100-180 parts by weight of fine aggregates with respect to 100 parts by weight of cement.

Description

Technical Field [0001] The present invention relates to a polymer repairing and reinforcing mortar composition,

The present invention relates to a polymer mortar composition capable of shortening the air by imparting crude steel properties and enhancing chemical resistance through crack control or the like to improve repairability and durability.

In general, concrete structures are structurally problematic due to deterioration over time despite high durability. Although these deterioration phenomena appear in various ways, cracks occur due to the drying shrinkage and thermal contraction of the concrete itself, and the neutralization of the concrete is promoted at the cracks of the structure, and at the same time, the deterioration phenomenon occurs in the concrete portion There is a problem that the surface of the structure shows peeling and peeling phenomenon.

Therefore, repair and reinforcement are inevitable in these concrete structures due to structural problems such as deterioration and changes in external load with time, and various polymer mortars are proposed as such repair / reinforcing mortar.

However, since polymer mortar has undergone a process of priming, chaebol, and punctuation due to delayed condensation, there is a problem that construction worker's difficulties are increased due to a delay in the construction period, Even cracks in concrete are still present.

Korean Patent No. 635464 discloses that 10 to 39.5% by weight of cement; 30 to 35 wt% of fine aggregate; 10 to 15% by weight of fly ash; Light beads having a specific gravity of 0.8 to 1 and a particle size of 60 to 150 占 퐉; 3-5 wt% CSA expanding material; 2 to 5% by weight of silica fume; 0.2 to 0.5% by weight of a fluidizing agent; 10 to 19.5% by weight of water; And PVA-reinforced fibers having a length of 8 to 12 mm, each of 1 to 3% of the total volume.

However, crack control is not sufficient by the reinforcing fiber alone, and if the amount of the reinforcing fiber is increased, the strength is lowered due to the tangling phenomenon, and there is a problem of the delay of the congealing, which is a disadvantage of the polymer concrete, Can not be solved.

Korean Patent No. 635464

In order to solve the above problems, the present invention aims to provide a polymer mortar for repair and reinforcement, which is excellent in chemical resistance and strength, while securing the toughness of the polymer mortar.

To achieve the above object, the polymer repair and reinforcing mortar composition of the present invention comprises 3 to 12 parts by weight of calcium sulfoaluminate (CSA) crude steel cement, 4 to 18 parts by weight of calcium sulfoaluminate (CSA) (PVA) resin, 0.6 to 6 parts by weight of aluminum powder, 0.4 to 1.2 parts by weight of a dispersant, and 100 to 180 parts by weight of fine aggregate .

That is, in the present invention, calcium sulphoaluminate (CSA) based crude steel cement is mixed with cement as a main ingredient in order to control the initial strength reduction due to the delay of condensation, which is a disadvantage of polymer mortar. And the initial strength is compensated.

However, in the present invention, in order to compensate for this problem, aluminum powder is added to the initial shrinkage, while calcium sulfoaluminum (CSA) -based expansion material is further blended to solve the problem of cracking due to shrinkage. That is, by controlling cracks, it is possible to control problems such as deterioration in structural integrity and deterioration which may be caused thereby.

In addition, in the present invention, a dispersant is further added to prevent the workability from being lowered by early condensation according to the above-mentioned compositions. The dispersant is not limited in its kind but may be a melamine-based, naphthalene-based, polycarboxylic acid- Or a mixture thereof.

The fine aggregate is not limited in its kind, but it is preferable to mix silica sand or steel sand (No. 3 to No. 7).

In addition, in the present invention, 0.6 to 6 parts by weight of an ethylene vinyl acetate (EVA) resin, 0.6 to 6 parts by weight of a styrene butadiene rubber (SBR) resin, 0.6 to 6 parts by weight of a polyethylene oxide (PEO) 6 parts by weight may be further blended.

The ethylene vinyl acetate (EVA) resin has excellent adhesion strength after hardening of the mortar and enhances the strength to prevent desorption after mortar pouring for repair / reinforcement.

When the ethylene vinyl acetate (EVA) resin is blended at less than 0.6 part by weight, the effect of contributing to the adhesion strength is insignificant. When the blending amount exceeds 6 parts by weight, the viscosity is increased and the workability may be lowered.

The styrene butadiene rubber (SBR) resin forms a polymer film inside the mortar to improve warpage and tensile strength, and at the same time improves durability due to the polymer film. When the amount is less than 0.6 part by weight, the strength contribution is insignificant, The economical efficiency is lowered, and the above limitation is made.

The polyethylene oxide (PEO) resin corresponds to a configuration for improving self-leveling.

On the other hand, in the case of a structure requiring repair / reinforcement, deterioration such as neutralization has already proceeded, and even if maintenance or reinforcement is performed using mortar, the already deteriorated deterioration tends to be easily transferred.

In the present invention, 10 to 30 parts by weight of the electric furnace refining slag and 0.05 to 3 parts by weight of ammonium chloride (NH ₄ Cl) are further blended with 100 parts by weight of the cement.

The reason why the electric furnace refining slag and ammonium chloride are further added in the present invention is to fundamentally solve the cause of deterioration by removing carbon dioxide gas (CO ₂ ) which is a cause of neutralization and to remove precipitated calcium carbonate (CaCO ₃ ) Because it functions as a filler, it further strengthens the strength.

The reason for using the electric furnace refining slag here is that the content of calcium oxide (CaO) is the highest in the slag, thereby preventing deterioration by removing carbon dioxide (CO ₂ ) from the use of other slag, and as a result, Calcium (CaCO ₃ ) is generated and contributes to the strength.

The functional group of such a composition is that ammonium chloride reacts with CaO of the electric furnace refining slag to form calcium chloride (CaCl ₂ ) and ammonium hydroxide (NH ₄ OH), and calcium chloride (CaCl ₂ ), ammonium hydroxide (NH ₄ OH) And carbon dioxide gas (CO ₂ ) reacts to generate precipitated calcium carbonate (CaCO ₃ ).

In other words, it prevents the carbon dioxide gas from reacting directly with concrete, and it is possible to prevent the pH from being lowered by the addition of ammonium chloride (NH ₄ Cl) without the need for a separate additive for preventing neutralization. In addition, the furnace refining slag itself contributes to the strength improvement of the mortar.

As described above, in the present invention, 0.002 to 0.006 parts by weight of aluminum powder is added to 100 parts by weight of cement to control initial cracks. As a result, sufficient initial cracks can not be controlled, It is possible to control the initial crack by expansion, but it may cause a problem that strength and workability are rather reduced due to physically excessive expansion.

In the present invention, an example is shown in which the blending amount of aluminum powder is limited and 0.001 to 0.01 part by weight of stearic acid is further blended with 100 parts by weight of cement.

The stearic acid has a characteristic of externally absorbing the heat amount required for the phase change at a constant phase transition temp. When added to the mortar, when the hydration temperature due to the hydration reaction of the cement reaches the phase transition temperature, The hydration heat of the whole mortar is reduced by absorbing the hydration heat of the cement by the phase change, and the crack due to the initial shrinkage can be controlled by the reduction of the hydration heat.

The polymer repair and reinforcing mortar of the present invention as described above can reduce air by introducing rigidity, which is a disadvantage of conventional polymer mortar. By controlling the shrinkage crack due to introduction of rigidity, it is possible to prevent deterioration and improve adhesion strength, In addition, there is an advantage that the strength can be improved.

Hereinafter, embodiments of the present invention will be described in more detail with reference to experimental examples.

The polyvinyl alcohol (PVA) resin to be used in this experiment was a polymer compound obtained by saponification and deacidification of polyvinyl acetate and having a viscosity of 45,000 to 65,000 cps.

The physical properties of the calcium sulfoaluminate (CSA) crude steel-type cement and the expandable material to be used in this experiment are shown in Table 1 below.

division Chemical composition (%) SiO ₂ Al ₂ O ₃ Fe ₂ O ₃ CaO MgO SO ₃ CSA ESC
(Crude steel) 6.3 36.7 0.6 42.7 1.5 10.4 CSA EC
(Expanding material) 7.2 15.1 0.9 41.3 0.7 34.0

The physical properties of the nylon fibers to be used in this experiment are shown in Table 2 below.

division Nylon fiber properties importance diameter Length The tensile strength Modulus of elasticity 1.04 to 1.16 12.23 ~ 36micron 3 ~ 19mm min. 800MPa min. 3.5 GPa

The physical properties of the dispersant to be used in this experiment are shown in Table 3 below.

division Sodium naphthalene < RTI ID = 0.0 > Solid concentration SO ₄ ^-2 concentration pH Ionic min. 92% max. 3.5% 8-10 Anionic

The physical properties of the aluminum powder to be used in this experiment are shown in Table 4 below.

ingredient(%) Bi Mg Fe Mn Al 0.03 0.006 0.094 0.001 99.86

Samples were prepared as shown in the following Tables 5 and 6 with the above-mentioned compositions.

material One 1-1 1-2 1-3 1-4 2 2-1 2-2 3 3-1 3-2 3-3 3-4 3-5 A OPC 46 43.7 41.4 43.2 42.7 39.2 38.3 37.5 39.2 39.2 39.2 39.2 39.2 39.2 CSA
ESC 2.3 4.6 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 Ca (OH) ₂ 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 B CSA
EC 3.5 4.4 5.2 3.5 3.5 3.5 3.5 3.5 3.5 AP 0.001 0.0015 0.002 0.004 0.001 0.001 C PVA D SP 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 E NP F BSF G N H S 0.002 0.006 I FA 54 54 54 54 54 54 54 54 54 54 54 54 54 54

material 4 4-1 4-2 5 5-1 5-2 6 6-1 A OPC 38.9 38.7 38.5 38.65 38.6 38.5 38.6 28.6 CSA
ESC 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 Ca (OH) ₂ 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 B CSA
EC 3.5 3.5 3.5 3.5 3.5 3.5 1.5 1.5 AP 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015 C PVA 0.3 0.5 0.7 0.5 0.5 0.5 0.5 0.5 D SP 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 E NP 0.05 0.10 0.20 0.10 0.10 F BSF 10 20 G N 0.05 0.1 H S 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 I FA 54 54 54 54 54 54 54 54

A: OPC (one kind of ordinary Portland cement), CSA ESC (calcium sulfoaluminate type crude steel cement), Ca (OH) ₂ (calcium hydroxide)

B: CSA EC (Calcium Sulfoaluminate Expander), AP (Aluminum Powder)

C: PVA (polyvinyl alcohol),

D: SP (melamine dispersant)

E: NP (nylon fiber)

F: BSF (electric furnace refining slag fine powder)

G: N (ammonium chloride)

H: S (stearic acid)

I: FA (fine aggregate)

< CSA For example, CSA system Expander  &Lt; tb &gt; &lt;

The compression strength of the sample was tested and the results are shown in Table 7 below.

division Compressive strength (MPa) 3 days 7 days 28th One 24.0 38.7 46.3 1-1 29.5 42.6 55.0 1-2 36.4 46.8 52.7 1-3 32.2 45.9 58.2 1-4 34.7 48.1 61.4 2 33.5 47.3 59.5 2-1 31.8 46.0 57.0 2-2 30.6 44.5 53.8 3 33.3 47.1 59.5 3-3 29.4 40.4 57.1 3-4 33.4 47.8 59.6 3-5 34.1 47.6 59.5

As shown in Table 7, it was found that the compressive strength of CSA-type crude steel-reinforced cement-added other samples increased at 3 days of age compared to Sample 1 containing only one kind of Portland cement.

This is because the dense cured body was initially formed by the nitrate produced hydrate, and the samples 1-3 added with calcium hydroxide, which is a quick-hard auxiliary agent, showed excellent initial strength and long-term strength due to abrupt reaction with the initial water Could know.

In addition, in order to prevent drying shrinkage, the compressive strength of sample 2 and the like to which CSA-based expanding agent is added is slightly reduced by the expansion pressure due to the formation of etyne zite according to the addition ratio as compared with samples 1 to 1-4.

However, in the case of Sample 2 (when 3.5 wt% is added), the formation of etrinite in the initial needle bed and the swelling of the pores cause the drying shrinkage reduction effect due to expansion, as well as the void filling effect, It was found that there was a reduction effect.

Samples 3 to 3-5 were blended in the same manner as Sample 2, and the amounts of aluminum powder (AP) were varied. Samples 3-4 and 3-5 were further added with stearic acid.

As shown in Table 7, it was found that the initial compressive strength (1 day, 3 days) of Sample 3-3 was drastically lowered compared with Sample 3.

It was found that when the blending amount of aluminum powder is excessively increased for controlling the initial crack, the strength is reduced due to the physical expansion of the paste.

On the other hand, in the case of Samples 3-4 and 3-5, it was found that, in order to control the initial crack, the aluminum powder was formulated in the same manner as in Sample 3, but the initial strength was lowered by further blending stearic acid . The effect of initial crack control is presented in the following experimental results.

< CSA system Expander , Aluminum Powder, etc.>

The rate of change of the length of the sample was measured and the results are shown in Table 8 below.

division Length change rate (%) 1 day 3 days 7 days 28th One -0.008 -0.042 -0.070 -0.14 2 0.006 -0.0003 -0.0017 -0.0021 2-1 0.008 0.0001 -0.0004 -0.0012 2-2 0.014 0.009 0.002 -0.0007 3 0.023 0.010 0.006 0.002 3-1 0.035 0.019 0.012 0.008 3-2 0.042 0.026 0.020 0.013 3-4 0.024 0.008 0.002 0.001 3-5 0.023 0.007 0.002 0.0007

As shown in Table 8, when the CSA-based expanding agent is added, the rate of change of length is decreased as compared with that of the CSA-based expansion agent-added sample 1. As a result, It was found that the reduction of drying shrinkage and the maintenance cost of repair / reinforcement mortar can be reduced.

In addition, in case of initial shrinkage, the effect of adding only CSA extender is insufficient, so that it is possible to control initial shrinkage by adding a certain amount of aluminum powder (AP) in sample 3 and the like.

In addition, in the case of Samples 3-4 and 3-5, addition of stearic acid in addition to aluminum powder showed that the initial rate of change in length was further reduced as compared to Sample 3, It was found that the addition of the aluminum powder and the stearic acid together can double the crack control effect while preventing the initial strength reduction.

< Polymer , Electric refining slag  Tests of compressive strength, bending strength and bond strength according to additions of various additives>

Polymer, and electrochemical refining slag. The results are shown in Table 9 below.

division Compressive strength (MPa) Flexural strength (MPa) Bond strength (MPa) 2 59.5 9.1 1.7 4 61.2 10.4 1.9 4-1 64.7 11.5 2.0 4-2 60.6 12.2 2.2 5 65.2 12.8 2.3 5-1 64.8 13.0 2.5 5-2 61.0 11.7 2.0 6 66.4 13.1 2.1 6-1 67.1 14.1 2.2

The bending strength was increased with the addition of the amount of PVA polymer. The bending strength and the bond strength were decreased because the fiber itself was not uniformly mixed and tangled when the addition amount of the fiber was excessive.

Samples 6 and 6-1 are the same as those of other samples except that the electric furnace refining slag and the ammonium chloride are further added. The electric furnace refining slag itself is added, and the electric furnace refining slag is reacted with the ammonium chloride It was found that the compressive strength and the bending strength were increased by forming precipitated calcium carbonate and functioning as a filler.

< Polymer , Electric furnace refining Slag  Chemical resistance test according to the addition of &lt; RTI ID = 0.0 &gt;

Polymer, and electric furnace refining slag, and the results are shown in Table 10 below.

division Chloride ion penetration depth (mm) Scratch resistance (5% H ₂ SO ₄₎ One 3.2 4.2 5-1 1.7 2.8 6 1.4 2.2 6-1 1.1 1.6

Sample 5-1, in which polymer, coarse material, and the like are further added, is superior in chemical resistance to sample 1 containing only ordinary Portland cement. Especially in sample 6 and sample 6-1 in which electric furnace refining slag is further added Was more excellent in chemical resistance.

This is presumed to be due to the reduction of the porosity of the cured product and the decrease of the surplus Ca (OH) ₂ due to the generation of CSH hydrate from the electric furnace refining slag by the pozzolanic reaction in the long-term age, and also the electric furnace refining slag reacts with ammonium chloride It is considered that the neutralization is prevented by removing the carbonic acid gas and the precipitated calcium carbonate produced as a result of the reaction is filled to form a closed structure.

Claims (4)

3 to 12 parts by weight of calcium sulfoaluminate (CSA) based crude steel cement, 4 to 18 parts by weight of calcium sulfoaluminate (CSA) based expansion agent, 1 to 6 parts by weight of slaked lime, polyvinyl alcohol (PVA) 0.6 to 6 parts by weight of a resin, 0.002 to 0.006 parts by weight of an aluminum powder, 0.4 to 1.2 parts by weight of a dispersant, and 100 to 180 parts by weight of a fine aggregate.
The method according to claim 1,
0.6 to 6 parts by weight of an ethylene vinyl acetate (EVA) resin, 0.6 to 6 parts by weight of a styrene butadiene rubber (SBR) resin, and 0.6 to 6 parts by weight of a polyethylene oxide (PEO) resin are added to 100 parts by weight of cement Polymer mortar composition.
The method according to claim 1,
10 to 30 parts by weight of electric furnace refining slag and 0.05 to 3 parts by weight of ammonium chloride (NH ₄ Cl) are further blended with 100 parts by weight of cement.
The method according to claim 1,
Further comprising 0.01 to 0.1 parts by weight of stearic acid per 100 parts by weight of the cement.