KR20130121419A - High performance composite material for shotcrete and high performance shotcrete using it - Google Patents

Abstract

The present invention relates to a functional admixture composition used for enhancing strength and durability of shotcrete used as temporary support and permanent support for relieving excavation cross section right after excavation of tunnel and basement space and a high performance shotcrete composition using the same. More specifically, disclosed is the high performance shotcrete composition which enhances mechanical properties such as compressive strength, bending strength and the like, and long-term durability and economic feasibility by mixing blast furnace slag fine powder and gypsum in advance which are industrial by-product instead of silica fume and metakaolin which are traditionally used mineral admixtures for enhancing performance of shotcrete and using cement mineral based accelerating agent with low long-term durability, coagulation and early strength properties. The present invention provides the high performance shotcrete which obtains safety of construction and early strength by applying cement mineral based accelerating agent and the functional admixture composition which comprises 50-75% of blast furnace slag fine powder which is industrial by-product, 20-45% of anhydrous gypsum, 0.5-10% of alkali activator. The functional admixture composition additionally includes 0.01-0.5% of water reducing agent for enhancing long-term strength and durability of the shotcrete which is primary support for tunnels and basement space. [Reference numerals] (AA) Item;(BB) First type;(CC) Second type;(DD) Third type;(EE) Density (g/cm^2);(F1,F2,F3) Above 2.8;(GG) Specific surface area (cm^2/g);(HH) Seven days;(I1,K2,M3,O1,O2,O3,) Above 95;(I2,K3) Above 75;(I3) Above 55;(JJ) 28 days;(K1,M1,M2) Above 105;(LL) 91 days;(NN) Flow value rate (%);(P1,P2,P3) Below 10.0;(Q1,Q2,Q3,) Below 4.0;(RR) Ignilion loss(%);(S1,S2,S3) Below 3.0;(SAI) Activity index (%);(TT) Chloride ion (%);(U1,U2,U3) Below 0.02;(VV) 45關m residue (%);(WW) Moisture (%)

Description

Admixture composition for shotcrete and high performance shotcrete composition using the same {High performance composite material for shotcrete and high performance shotcrete using it}

The present invention is a high-performance shotcrete composition comprising the admixture for shotcrete and a high-performance shotcrete composition, and more specifically, silica fluorine (Silica Fume) and metakaolin, which are conventionally used as a mineral admixture, are mainly composed of blast furnace slag powder and gypsum as industrial by-products. High performance shotcrete admixture composition which increases the long term durability as well as mechanical properties such as compressive strength and flexural strength of shotcrete by using cement mineral type fastener which premixes admixture and decreases coagulation characteristics, coarseness and long-term strength. It relates to a high performance shotcrete composition used.

Although shotcrete used in the construction of tunnels / underground spaces is the most important primary and permanent support material, the 28-day compressive strength standard of domestic shotcrete is about 21MPa. This is considerably lower than the 35 ~ 50MPa standard. Due to such low domestic strength standards, shotcrete has to be thickened for stabilization of tunnels / underground spaces.In addition, the current method of laying secondary concrete lining leads to a decrease in construction speed and an increase in construction cost, resulting in construction efficiency. . It is a factor that impedes economic efficiency.

Table 1 below relates to overseas shotcrete-related standards, but in the case of advanced countries overseas, silica fume, which is a fine powder admixture, is essential for long-term durability and high-strength expression of shotcrete, but in Korea, power consumption of silica fume is high. Production is not made, so all depend on imports. Therefore, the price is high, and the price fluctuation is severe due to exchange rate fluctuation.

Country Usage Shotcrete Thickness (cm) Compressive strength of shotcrete (MPa) Australia Road 15 28.4-67.7 Canada Railway 10 39.2 Japan Railway 7 36.3 Norway Road 6-15 40 to 45 Sweden Road 6 to 9 Over 39.2

On the other hand, blast furnace slag is a by-product of steel production, and a considerable amount is occurring in Korea, and the steel industry is doing a lot of research for its treatment.

Finely ground blast furnace slag fine powder is composed of CaO, Al ₂ O ₃ , SiO _2, etc., which has a brain of 3,500 ~ 10,000 ㎠ / g, and has a cement-like component. do. In addition, due to its excellent chemical resistance and durability, it is widely used in marine environments such as slag cement, and its price is lower than that of cement.

However, blast furnace slag powder has been applied to the concrete field due to lack of roughness, which is a characteristic of latent hydraulic materials, and its performance has been insufficient for shotcrete requiring early strength.

1. Republic of Korea Patent Publication No. 10-1000258 (2010.12.03) "High performance admixture composition for improving the performance of shotcrete and shotcrete comprising the same" 2. Republic of Korea Patent Publication No. 10-0697221 (2007.03.13) "High performance shotcrete composition using metakaolin" 3. Republic of Korea Patent Publication No. 10-0449040 (2004.09.07) "High-strength shotcrete composition using an alkali-free fastener" 4. Republic of Korea Patent Publication No. 10-1073967 (2011.10.10) "High-performance wet shotcrete premix composition and wet shotcrete repair and reinforcement method using the same"

In the present invention, although excellent economical efficiency compared to silica fume (Silica Fume) and metakaolin, which are conventionally used for improving the performance of shotcrete, gypsum using fine blast furnace slag powder, which is an industrial by-product, which is difficult to apply to shotcrete due to low crude steel properties. Another object of the present invention is to provide an admixture composition for shotcrete having improved roughing characteristics of blast furnace slag fine powder as a main material.

In addition, in the present invention, it is much more economical than silica fume, metakaolin, etc., but the cement mineral system using the blast furnace slag fine powder, which is difficult to apply to shotcrete due to its low crude steel properties, premixing the admixture, and less coagulation characteristics, roughness, long-term strength reduction Another problem is to provide a high-performance shotcrete composition using quickeners to increase long-term durability as well as mechanical properties such as compressive strength and flexural strength of shotcrete.

The admixture composition for shotcrete of the present invention that solves the above problems is 50 to 75 parts by weight of blast furnace slag fine powder; Anhydrous gypsum 20-45 parts by weight; 1 to 5 parts by weight of any one of calcium hydroxide, sodium hydroxide or a mixture thereof; It comprises 0.1 to 0.5 parts by weight of a curing accelerator.

Here, the blast furnace slag fine powder is characterized in that the powder degree of 4,000 ~ 6,000 brain (cm 2 / g).

Here, the curing accelerator is lithium carbonate (Li ₂ CO ₃ ), sodium sulfate (Na ₂ SO ₄ ), magnesium sulfate (MgSO ₄ ), calcium chloride (CaCl ₂ ), magnesium chloride (MgCl ₂ ), sodium carbonate (Na ₂ CO ₃ ) It is characterized in that any one or more selected from the group consisting of.

Here, with respect to the total weight of the admixture composition, it is characterized in that the addition of 0.1 to 1.0 parts by weight of a polycarboxylic acid-based high performance water reducing agent.

In addition, in the present invention per 1 m 3 of shotcrete composition,

Cement weighing 400-550 kgf;

Aggregates weighing between 1,400 and 2,000 kgf;

10 to 20 parts by weight of the shotcrete admixture composition based on the weight of the cement; And

3 to 8 parts by weight of cement mineral filler based on the weight of the cement;

It provides a high performance shotcrete composition comprising a.

Here, the admixture composition for shotcrete is 50 to 75 parts by weight of blast furnace slag fine powder; Anhydrous gypsum 20-45 parts by weight; 1 to 5 parts by weight of any one of calcium hydroxide, sodium hydroxide or a mixture thereof; It is characterized by comprising a curing accelerator 0.1 to 0.5 parts by weight.

Here, per 1 m 3 of the shotcrete composition, a high performance water reducing agent having a weight of 2 to 20 kgf is further added.

Herein, 0.1 to 1.0 parts by weight of a polycarboxylic acid-based high performance water reducing agent is further added to the total weight of the shotcrete admixture composition.

In this case, the shotcrete composition is characterized in that the steel fiber is further added to include 8 to 10 parts by weight based on the weight of the cement.

Here, the polypropylene fiber is further added to the shotcrete composition to include 2 to 3 parts by weight based on the weight of the cement.

The admixture composition for shotcrete provided in accordance with the present invention uses the blast furnace slag fine powder, which is an industrial by-product, which is difficult to apply to the shotcrete due to its low crude steel properties, and improves the roughing properties of the blast furnace slag fine powder, which is a main material together with gypsum, when applied to shotcrete. It has the effect of drastically reducing the construction cost.

In addition, the shotcrete composition using the shotcrete admixture composition provided in accordance with the present invention increases the long-term durability as well as the mechanical properties such as compressive strength and bending strength of the shotcrete by using a cement mineral quickener having low coagulation characteristics, coarseness and long-term strength reduction. In addition, it has the effect of providing high performance shotcrete that secures economic feasibility and secures the rigidity and construction safety.

Figure 1 shows the quality specifications of blast furnace slag fine powder (KS F 2563) for concrete.
2 and 3 are graphs showing the change in compressive strength of the shotcrete and base concrete for each age according to an embodiment of the present invention.

Hereinafter, the present invention will be described in more detail.

The present invention relates to a functional admixture composition and a high performance shotcrete composition using the same, which is used for improving the strength and durability of shotcrete, which is used as a temporary support material and a permanent support material for stabilizing an excavation section immediately after the excavation of tunnels and underground spaces.

More specifically, in order to improve the performance of shotcrete, a mixed material mainly comprising blast furnace slag powder and gypsum, which are industrial by-products, is prepared by replacing silica fume and metakaolin, which are used in the past, to improve the performance of shotcrete. And to improve the mechanical properties, such as compressive strength, bending strength of shotcrete using a cement mineral fastener with low roughness, low long-term strength increase, and to provide a high-performance shotcrete composition in consideration of economic efficiency.

The present invention is a pozzolanic material such as silica fume and metakaolin, but because it is an industrial by-product, the blast furnace slag powder, which is inexpensive and exhibits chemical resistance and high durability, is used as a blend of shotcrete, and to compensate for the early strength, which was a disadvantage of the blast furnace slag powder. Instead of the general-purpose liquid fasteners used in the past, it is resistant to water and secures initial strength and prevents damage to the development of long-term strength by using cement mineral powder fasteners to secure early strength. And high durability.

The admixture composition for shotcrete provided by the present invention comprises 50 to 75 parts by weight of blast furnace slag fine powder; Anhydrous gypsum 20-45 parts by weight; 1 to 5 parts by weight of any one of calcium hydroxide, sodium hydroxide or a mixture thereof; It comprises 0.1 to 0.5 parts by weight of a curing accelerator.

At this time, the blast furnace slag fine powder to be used is preferably a powder of 4,000 ~ 6,000 brain (cm 2 / g).

In addition, the blast furnace slag fine powder is one to three kinds of blast furnace slag powder according to the KS F2563 regulations as shown in Figure 1 as the main material, the amount is preferably 50 to 80 parts by weight. If the amount is less than 50 parts by weight, the effect of long-term strength enhancement is insignificant, and if it exceeds 80 parts by weight, there is a problem that the early strength is lowered.

According to the present invention, the anhydrous gypsum is to be included for the purpose of long-term strength enhancement is to use 20 to 45 parts by weight. If the amount is less than 20 parts by weight, there is a problem that the long-term strength enhancement effect is lowered, and if it exceeds 45 parts by weight, there is a disadvantage of delaying the initial setting characteristics.

According to the present invention, any one selected from the above calcium hydroxide (CaOH 2), sodium hydroxide or a mixture thereof is added to activate the alkali reaction of the fine slag powder, the amount is preferably added to include 1 to 5 parts by weight. If the amount is less than 1 part by weight, the effect of activating the alkali reaction is lowered, and if it exceeds 5 parts by weight, there is a problem that the strength is lowered.

In the present invention, the curing accelerator is used to activate the alkali reaction of the fine slag powder and to promote the cement curing, wherein the curing accelerator used is preferably used to contain 0.1 to 0.5 parts by weight. If the amount is less than 0.1 part by weight, the alkali reaction activation effect is insignificant, and if it exceeds 0.5 parts by weight, there is a problem of deteriorating the ready-mixed concrete workability.

Preferably, the curing accelerator is lithium carbonate (Li ₂ CO ₃ ), sodium sulfate (Na ₂ SO ₄ ), magnesium sulfate (MgSO ₄ ), calcium chloride (CaCl ₂ ), magnesium chloride (MgCl ₂ ), sodium carbonate (Na ₂ CO ₃ ) Use any one or more selected from the group consisting of. More preferably, a curing accelerator containing sodium carbonate (Na ₂ CO ₃ ) is used.

According to the present invention, a powdered polycarboxylic acid-based high performance water reducing agent is further added to the admixture composition in order to reduce the dispersion characteristics of the admixture with cement and to reduce the unit quantity during shotcrete production so as to secure an appropriate slump even when using less water in the production of concrete. Can be added. When the polycarboxylic acid-based high performance water reducing agent is added, it is possible to improve workability when applied to shotcrete. At this time, the polycarboxylic acid-based high performance water reducing agent is preferably used 0.1 to 1.0 parts by weight based on the total amount of the admixture. If the amount is less than 0.1 part by weight, the effect is insignificant, and if the amount is more than 1.0 part by weight, there may be a problem that causes separation of the material and decrease in strength.

The admixture composition according to the present invention is mixed by using a powder mixing mixer such as a gravity-free mixer, ribbon mixer, drum mixer, and the like so that each component constituting the admixture of the present invention as described above becomes a uniform mixing environment. It can manufacture. Preferably, the admixture composition provided in the present invention is prepared in powder form.

The present invention also provides a high performance shotcrete composition comprising the admixture composition for shotcrete disclosed above.

The high performance shotcrete composition provided by the present invention

Per m3 of shotcrete composition,

Cement weighing 400-550 kgf;

Aggregates weighing between 1,400 and 2,000 kgf;

10 to 20 parts by weight of the shotcrete admixture composition based on the weight of the cement; And

3 to 8 parts by weight of cement mineral filler based on the weight of the cement;

It is made, including.

At this time, the admixture composition for shotcrete is 50 to 75 parts by weight of blast furnace slag powder; Anhydrous gypsum 20-45 parts by weight; 1 to 5 parts by weight of any one of calcium hydroxide, sodium hydroxide or a mixture thereof; The admixture which contains 0.1-0.5 weight part of hardening accelerators is used.

According to the present invention, per 1 m 3 of the shotcrete composition, a high performance water reducing agent having a weight of 2 to 20 kgf may be further added. The high performance water reducing material may be a powdered polycarboxylic acid-based high performance water reducing agent. The water-reducing material is to reduce the dispersion characteristics of cement and unit quantity in shotcrete production to secure an appropriate slump even with the use of less water in the production of concrete, and when it is added below the minimum weight, it is difficult to achieve the desired effect, and the maximum weight Exceeding this may cause material separation and reduced strength.

According to the present invention, any one of steel fibers or polypropylene fibers may be further added to the shotcrete composition in order to obtain an effect of increasing physical properties of the shotcrete. Part is preferably added, and in the case of the polypropylene fiber, it is preferable to add 2 to 3 parts by weight based on the weight of the cement.

When the amount less than the minimum value of each of the fibers of the steel fiber or polypropylene is added, the effect of increasing physical properties such as bending strength and breaking strength of the shotcrete is insignificant, and when the amount of the added fiber exceeds each maximum value In this case, a phenomenon such as agglomeration of fibers may occur, which may cause the transfer of shotcrete, pumping, and deterioration of workability.

Hereinafter, the present invention will be described in more detail with reference to preferred embodiments. However, the following examples are not limited by the following examples to illustrate the present invention in more detail, the present invention may be modified as much as possible without departing from the scope of the present invention.

Example 1

In order to check the physical properties of the fine powder admixture composition, a blend composition for shotcrete was prepared at the composition ratio as shown in Table 2 below, the admixture composition was mixed in a ratio of 90:10 by weight ratio, and the fastener was 5% by weight of cement. It was added to include parts by weight.

<Materials Used>

Anhydrous gypsum: Type Ⅱ anhydrous gypsum, domestic commercial product

Slag fine powder: 4,000 ~ 6,000㎠ / g powder, domestic marketed product (hereinafter referred to as 'slag')

Quickener: Cement mineral powder quickener, domestic marketed product

<Test Method>

Mortar compressive strength test:

-No additives in accordance with KS L ISO 679 "Method for testing the strength of cement".

-Fastener addition: according to KS F 2782 "Quickcrete for shotcrete".

Amount of admixture composition: weight ratio of cement weight to admixture composition = 90:10

Conduct No. Slag
(Parts by weight) myriad
gypsum
(Parts by weight) Alkali activator
(Parts by weight) Hardening accelerator
(Parts by weight) Compressive strength (MPa) CM payment
Addition amount
(Parts by weight) 1 day 7 days a year 28 days old P - - - - 14.2 27.6 33.9 5 1A-1 30 65 5 0.5 13.6 28.4 40.8 5 1A-2 40 55 5 0.5 14.3 29.9 42.0 5 1A-3 50 45 5 0.5 14.7 30.5 42.3 5 1A-4 60 35 5 0.5 15.1 30.9 41.8 5 1A-5 70 25 5 0.5 15.2 30.4 41.3 5

As a result of Table 2, when looking at the test results of the compressive strength according to the composition of the admixture, compared to the compound (P) without mixing admixtures, on the 28-day age standard on the average of about 20% strength increase, in the case of 1A-3 formulation The rate of increase was large, about 25%.

In Table 2, calcium hydroxide was used as an alkali activator, and sodium carbonate was used as a curing accelerator.

[Example 2]

As a result of Example 1, the strength test for each cement weight condition was conducted using a fine powder admixture composition (denoted as 'high strength admixture' in Table 3), which was composed of 1A-3 formulation, which showed excellent compressive strength characteristics in Table 2. .

Conduct No. OPC
(Parts by weight) High strength
Admixture
(Parts by weight) Compressive strength (MPa) Quick payment
Addition amount
(Parts by weight) 1 day 7 days 28th 1B-1 100 0 14.2 27.6 33.9 5 1B-2 95 5 14.7 29.2 38.8 5 1B-3 93 7 17.4 29.3 40.3 5 1B-4 90 10 21.4 39.7 48.5 5 1B-5 88 12 21.0 44.0 48.9 5 1B-6 85 15 17.4 45.3 50.8 5 1B-7 80 20 13.7 47.9 52.5 5

<Test Results>

As a result of Table 3, the daily strength was the best in 1B-4, the 28-day strength was excellent in 1B-7.

As a result, it can be seen that when the mixed shot admixture according to the present invention is composed of shotcrete, the compressive strength is greatly improved at the age of 28 days.

[Example 3]

In consideration of the results of Examples 1 and 2, the strength test for each mixing condition was carried out with the concrete mixing of Table 4 below. The test results are shown in Table 5.

<Materials Used>

High performance water reducing agent: Polycarboxylic acid water reducing agent (commercially available)

<Test Method>

-No additives: According to KS F 2405 "Test method for compressive strength of concrete".

-Addition of fasteners: After adding an appropriate amount (5 parts by weight of cement) to the raw concrete prepared in the concrete mix table, the mixture was prepared by compacting with a compaction rod for 10 seconds, and the prepared specimen was KS F 2405 "concrete. Compression strength test method.

division G _max
(Mm) W / C
(Parts by weight) S / a
(Parts by weight) Unit material amount (kg / m3) Quick payment
usage
(Parts by weight) High Performance Reducer / C
(Parts by weight) W C Mixed material S G Plain 10 38 60 182 480 - 964 667 - 1.0 C-1 38 182 480 - 964 667 5 1.0 C-2 38 182 423 47 964 673 - 1.0 C-3 38 182 423 47 964 673 5 1.0

In Table 4, G _max : coarse aggregate maximum size, C: unit cement, S: fine aggregate (sand), G: coarse aggregate (gravel), W: water (mixture), W / C: quantity of unit cement, S / a : Content of fine aggregate in total aggregate

division Compressive strength (MPa) 1 day 7 days 28th Plain 19 36 45 C-1 22 31 34 C-2 22 40 50.4 C-3 24.5 34 44

According to the results according to Tables 4 and 5, it can be seen that when using the admixture composition according to the present invention, the 12-day strength is increased by about 12% compared to the conventional plain, and the strength enhancing effect is about 29% when the fastener is added. It was found to be larger than.

In addition, it was found that the strength of early one-day strength was slightly higher than that of plain, so that there was no problem of lowering the early strength, which was a problem of existing pozzolan-based admixtures.

This, as shown in the accompanying drawings 2, 3 it can be seen in the graph showing the change in the compressive strength of the shotcrete and the base concrete for each age when the admixture of the present invention improves the compressive strength.

In Figures 2 and 3, the fastener is the result of C-1, admixture + Plain is the result of C-2, admixture + accelerator is a graph showing the result of C-3.

Example 4

The concrete test was conducted by adjusting the amount of unit cement per 1㎥ of shotcrete as shown in Table 6 below. In this case, the change of the compressive strength at the time of using and not using the fastener in each case was also measured, and the results are shown in Table 7.

Table 6 below is a concrete compounding table.

division G _max
(Mm) W / C
(Parts by weight) S / a
(Parts by weight) Unit material amount (kg / m3) High Performance Supervisor
(Parts by weight) W C Mixed material S G D-1 10 38 60 182 432 48 964 667 1.0 D-2 38 190 450 50 942 652 1.0 D-3 38 199 477 53 914 633 1.0

division Quick payment
usage
(Parts by weight) Compressive strength (MPa) 1 day 7 days 28th D-1 Plain - 22 40 50 Quick payment 5 24.5 34 44 D-2 Plain - 26 46 56 Quick payment 5 27 38 45 D-3 Plain - 26 48 57.5 Quick payment 5 26.5 39 48

As a result of Table 7, when using the admixture of the present invention according to each formulation, the concrete of 28 days of age exhibits a high strength of 40MPa or more, the compressive strength increases as the amount of unit cement per 1㎥ increases according to the design strength By adjusting the amount of unit cement, it can be seen that the economic efficiency can be maximized.

In addition, as a result of Table 7, the compressive strength was higher than the case where the case without using the fastener was used.

In view of the above results, the admixture composition for shotcrete provided according to the present invention can be found that the roughing properties of the blast furnace slag fine powder made of gypsum together with gypsum are improved by using the blast furnace slag fine powder, which is an industrial by-product, which is difficult to apply to the shotcrete due to its low crude steel properties. As a result, when the admixture composition was applied to the shotcrete, it was found that the shotcrete construction cost was significantly reduced while providing a high-strength shotcrete.

In addition, the shotcrete composition using the admixture composition provided according to the present invention increases the long-term durability as well as mechanical properties such as compressive strength and bending strength of the shotcrete by using cement mineral fasteners having low coagulation characteristics, coarseness and long-term strength reduction, In addition, it is possible to provide high-performance shotcrete that has secured economic feasibility and secured safety of construction and construction.

Claims (10)

50 to 75 parts by weight of blast furnace slag fine powder; 20 to 45 parts by weight of anhydrous gypsum; 1 to 5 parts by weight of any one of calcium hydroxide, sodium hydroxide or a mixture thereof; The admixture composition for shotcrete which comprises 0.1 to 0.5 weight part of hardening accelerators.
The method of claim 1,
The blast furnace slag fine powder is a mixed material composition for shotcrete, characterized in that the powder degree of 4,000 ~ 6,000 brain (cm 2 / g).
The method of claim 1,
The curing accelerator comprises lithium carbonate (Li ₂ CO ₃ ), sodium sulfate (Na ₂ SO ₄ ), magnesium sulfate (MgSO ₄ ), calcium chloride (CaCl ₂ ), magnesium chloride (MgCl ₂ ), sodium carbonate (Na ₂ CO ₃ ) Shotcrete admixture composition, characterized in that any one or more selected from the group.
The method of claim 1,
The mixed material composition for shotcrete, characterized in that the addition of 0.1 to 1.0 parts by weight of a polycarboxylic acid-based high-performance water reducing agent based on the total weight of the admixture composition.
Per m3 of shotcrete composition,
Cement weighing 400-550 kgf;
Aggregates weighing between 1,400 and 2,000 kgf;
10 to 20 parts by weight of the shotcrete admixture composition based on the weight of the cement; And
3 to 8 parts by weight of cement mineral filler based on the weight of the cement;
High performance shotcrete composition, characterized in that comprises a.
The method of claim 5, wherein
The shotcrete admixture composition is 50 to 75 parts by weight of blast furnace slag powder; 20 to 45 parts by weight of anhydrous gypsum; 1 to 5 parts by weight of any one of calcium hydroxide, sodium hydroxide or a mixture thereof; A high performance shotcrete composition, comprising 0.1 to 0.5 parts by weight of a curing accelerator.
The method of claim 5, wherein
Per 1 m 3 of the shotcrete composition, a high-performance shotcrete composition, characterized in that a high performance reducing agent of 2 to 20kgf weight is further added.
The method of claim 5, wherein
High-performance shotcrete composition, characterized in that the addition of 0.1 to 1.0 parts by weight of a polycarboxylic acid-based high performance water reducing agent with respect to the total weight of the admixture composition for shotcrete.
The method of claim 5, wherein
High-performance shotcrete composition, characterized in that further comprises to add 8 to 10 parts by weight based on the weight of the cement to the shotcrete composition.
The method of claim 5, wherein
The high-performance shotcrete composition, characterized in that further comprising a polypropylene fiber to the 2-3 parts by weight based on the weight of the cement to the shotcrete composition.

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