KR20110066124A - Wet yellow soil paving materials with alkali-activated binder with no cement and method for preparing the same - Google Patents

Abstract

PURPOSE: A loess wet type pavement material with no cement and a manufacturing method of the wet type pavement material are provided to apply a wet type construction method having excellent quality control, constructability and economical efficiency. CONSTITUTION: A loess wet type pavement material with no cement comprises alkali activated binder with no cement, loess, coarse aggregate, mixture, fiber and mixing water, wherein the mixing water is mixed into 40~65% of the alkali activated binder with no cement.

Description

Cement cement wet packing material, and the wet packing material manufacturing method {Wet yellow soil paving materials with alkali-activated binder with no cement and method for preparing the same}

The present invention relates to a packaging material containing ocher, and more specifically, the cement ocher wet packaging material, which is capable of overcoming the difficulty and low economic feasibility of the existing dry process, including a cement-based alkali active binder and ocher. It relates to a manufacturing method.

In general, mortar and concrete used in the construction industry are composed of a binder, water and aggregate. Cement (or cement clinker), which is a representative inorganic binder, is used in the process of heat-treating limestone whose main component is CaCO ₃ during the manufacturing process. Energy is consumed and a large amount of CO ₂ gas is generated, which is at least 44% by weight of the cement production. The carbon dioxide generated is about 7% of global greenhouse gas emissions.

Thus greenhouse gases the CO ₂ geotinde with respect to emissions regulations will inevitably yield reduction of cement clinker in the future, depending on how the CO ₂ reduction target for the cement manufacturing sector setting, the cement demand in the world is 2.5 to annually until the early 21st century 5.8 since the increase in the percent is expected, the development of new weapons with no reduction in the emission of CO ₂ or the binder is an urgent need to increase compliance with the cement demand of transport protocols at the same time meet.

On the other hand, the known conventional ocher packaging material also includes the above-described problems as it is because it uses an ideal cement used by mixing ocher and cement.

In addition, the dry shrinkage of concrete is affected by the amount of water used, the amount of binder, the amount of binder and the amount of aggregate, etc.The larger the number of binders used, the larger the binder, the larger the binder, and the smaller the aggregate. In particular, there is a problem in that large dry shrinkage of the loess should be controlled when manufacturing concrete using loess.

That is, the road pavement has many dry shrinkage cracks and requires high tensile strength and flexural strength. Especially, dry shrinkage cracks on the surface give aesthetic instability rather than structural problems and cause distrust to the contractor and demand for defect repair. Because.

In addition, since the conventional ocher paving material uses cement and loess, it is difficult to secure required slump due to the increase in specific surface area due to the characteristics of the loess containing fine particles unlike sand. In particular, the dry method was the best method to control the dry shrinkage cracking according to the increase of the unit quantity. However, the dry process is difficult to control the moisture content of the material, and even if the material is not surely mixed, a uniform quality cannot be obtained. In addition, since the slump is low and pressure is applied through various equipment to prevent the installation of packaging materials, construction cost increases.

Therefore, there is a need for the development of technology for cementless ocher pavement of a new composition to solve the above problems.

The present inventors have completed the present invention by developing a cement ocher wet packing material as a result of efforts to solve the above-mentioned disadvantages and problems of the prior art.

Accordingly, an object of the present invention is to provide a cementless ocher wet packaging material having a composition to which a wet process method with excellent quality control, workability and economy is applicable, and a method for manufacturing the wet packaging material.

Another object of the present invention is environmentally friendly by recycling cement by-products and cement-free by using cement-based alkali-activated binders instead of cement, and excellent initial strength and long-term strength expression compared to OPC cement, durability and chemical resistance to OPC cement The heat of hydration is about 1/2 ~ 1/3 of OPC cement, and it is less sensitive to the quality of aggregate, so that the strength of cement is not reduced even if it contains about 20% clay or foreign matter. It is to provide a wet packaging material, and a method for producing the wet packaging material.

Still another object of the present invention is to provide a cementless ocher wet packing material, and a method of manufacturing the wet packing material, by using aggregates of 13 mm or less, which have good grain size of the entire concrete and help increase strength.

Still another object of the present invention is to provide a dry cement ocher wet packing material having a composition which is easy to disperse in order to control dry shrinkage cracking of a surface by using fibers and to improve tensile strength and flexural strength, and a method of manufacturing the wet packing material.

Another object of the present invention is to replace the part of the total ocher content with fine aggregates of the same particle size ocher to control the dry shrinkage while maintaining the inherent color of the ocher cement ocher wet packaging material of the composition that can increase the compressive strength, and It is to provide a method of manufacturing the wet packaging material.

Another object of the present invention is a substitute for asphalt or concrete, traffic such as trails, sidewalks, park roads, bicycle roads, playgrounds, plazas, parking lots, tourist complexes, temples, cultural sites, farm roads, forest roads, residential streets in rural areas, etc. The present invention provides a cementless ocher wet packing material and a method for manufacturing the wet packing material, which are applicable not only to a large load consideration but also to a place where a high strength is required to allow the passage of a heavy vehicle.

The objects of the present invention are not limited to the above-mentioned objects, and other objects that are not mentioned will be clearly understood by those skilled in the art from the following description.

In order to achieve the above object, the present invention includes a cement-based alkali active binder, loess, coarse aggregate, admixture, fiber, and blending water, the blending water (W) and cemented alkaline active binder ( B) provides a cementless red soil wet packing material, characterized in that the blending ratio (W / B) is 40 to 65%.

In a preferred embodiment, the ocher has a diameter of 5 mm or less and 50 to 240 parts by weight per 100 parts by weight of cementless alkali active binder.

In a preferred embodiment, the coarse aggregate is less than 13mm in diameter and contains 80 to 300 parts by weight per 100 parts by weight of cementless alkali active binder.

In a preferred embodiment, the admixture is a high performance water reducing agent and contains 0.5 to 1.5 parts by weight per 100 parts by weight of cementless alkali active binder.

In a preferred embodiment, the fiber has a high density of fibers, fine fiber thickness, a large number of fibers per unit volume, and excellent dispersibility, and includes 10 to 35 parts by weight per 100 parts by weight of cementless alkali active binder.

In a preferred embodiment, the fine aggregate further comprises.

In a preferred embodiment, the fine aggregate is 5mm or less in diameter and is included to replace 20 to 30% by weight of the ocher weight.

In a preferred embodiment, the cementless alkali active binder is slag or fly ash; And alkaline inorganic materials.

In a preferred embodiment, the alkaline inorganic material comprises 0.5 to 20 parts by weight per 100 parts by weight of the slag or fly ash.

In a preferred embodiment, the alkaline inorganic material comprises at least one of sodium-containing alkaline inorganic materials, sodium-free alkaline inorganic materials, and magnesium-containing alkaline inorganic materials.

In a preferred embodiment, the magnesium-containing alkaline mineral material is at least one of magnesium salts and magnesium oxides, the magnesium salts being magnesium sulfate, magnesium carbonate, magnesium hydroxide, magnesium chloride, magnesium oxide, magnesium stearate, magnesium metaphosphate, lactic acid Magnesium is either.

In a preferred embodiment, 50 to 160 parts by weight of ocher, 80 to 140 parts by weight of coarse aggregate, 0.5 to 1.5 parts by weight of admixture, 10 to 20 parts by weight of fiber, 10 to 48 parts by weight of fine aggregate When included, compressive strengths of 25 to 30 MPa are obtained.

In a preferred embodiment, 100 to 240 parts by weight of yellow clay, 170 to 300 parts by weight of coarse aggregate, 0.5 to 1.5 parts by weight of admixture, 15 to 35 parts by weight of fiber, and 18 to 24 MPa by weight Strength is obtained.

In addition, the present invention is a method for manufacturing cement cement ocher type wet packing material according to any one of claims 1 to 13, dry cemented cement cement active material and coarse aggregate or cement cement alkali active binder, coarse aggregate, and fine aggregate Obtaining a bibeam material; Adding a fiber and admixture to the blended water and mixing the mixture to obtain a liquid mixture; Mixing and mixing the dry beam material and the liquid mixture to obtain a wet beam material; It provides a method for manufacturing Cementum ocher wet packaging material comprising a; and homogeneously mixing the ocher to the wet bibeam material.

In a preferred embodiment, the content of the loess and fine aggregate is adjusted according to the target slump.

The present invention has the following excellent effects.

According to the invention. Wet method is applied for excellent quality control, constructability and economy.

In addition, according to the present invention, by using a cement-based alkali active binder instead of cement, it is environmentally friendly by recycling industrial by-products and adding no cement. The heat of hydration is about 1/2 ~ 1/3 of OPC cement, and it is less sensitive to the quality of aggregate, so that the strength is not reduced even if it contains about 20% of clay or foreign matter.

In addition, according to the present invention, by using an aggregate of 13 mm or less, the total size of the concrete is good, which can help increase the strength.

In addition, according to the present invention, it is easy to disperse the dry shrinkage crack on the surface by using the fiber to improve the tensile strength and flexural strength.

In addition, according to the present invention, by replacing a part of the total ocher content with fine aggregates having a particle size similar to that of ocher, it is possible to control the dry shrinkage while maintaining the inherent color of the ocher and increase the compressive strength.

In addition, according to the present invention, traffic loads such as trails, sidewalks, park roads, bicycle paths, playgrounds, plazas, parking lots, tourist complexes, temples, cultural sites, farm roads, forest roads, residential streets in rural areas, etc. It is applicable to places where high strength is required to allow the passage of heavy vehicles, as well as places that do not consider much.

1 is a graph showing the relationship between the 28-day compressive strength according to the type of magnesium-containing alkaline inorganic material included in the cement-based alkaline active binder used in the cement-cement wet packaging material of the present invention,
Figure 2 is a graph showing the relationship between the age and compressive strength of the cement cement ocher wet packaging materials 1 to 4 prepared in accordance with embodiments of the present invention,
3 is a graph showing a slump of the cement cement ocher wet packing materials 1 to 4 prepared according to the embodiments of the present invention,
Figure 4 is a graph showing the relationship between the age and compressive strength of the cement cement ocher wet packaging material 5 to 7 manufactured in accordance with embodiments of the present invention,
Figure 5 is a graph showing a slump of the cement cement soil packing material 5 to 7 prepared in accordance with embodiments of the present invention,
Figure 6 is a comparative graph showing the relationship between the age and compressive strength of the high strength cementless ocher wet packing material and the normal strength cement oak wet packing material of the present invention.

The terms used in the present invention were selected as general terms as widely used as possible, but in some cases, the terms arbitrarily selected by the applicant are included. In this case, the meanings described or used in the detailed description of the present invention are considered, rather than simply the names of the terms. The meaning should be grasped.

Hereinafter, with reference to the preferred embodiments and drawings shown in the accompanying drawings will be described in detail the technical configuration of the present invention.

However, the present invention is not limited to the embodiments described herein but may be embodied in other forms. Like reference numerals designate like elements throughout the specification.

The ocher wet type packaging material of the present invention has a technical feature of using an alkali active binder including slag or fly ash and an alkaline inorganic material as a cement-based alkali active binder that can replace cement in loess.

In other words, in the present invention, by using cement-based alkali-activated binders instead of cements used in conventional ocher packaging materials, the ocher packaging materials are less sensitive to the quality of the aggregates, so that they do not show a decrease in strength even if they contain about 20% of clay or foreign matter. Because

In addition, the ocher-type wet packaging material of the present invention solves the problems of cement toxicity according to the use of cement and carbon dioxide (CO ₂ ) generated during the cement production, depletion of natural resources according to the production of cement, and according to the dry process of the existing ocher packaging material Overcome difficulties and low economics.

In more detail, the cement cement ocher packaging material of the present invention includes a cement cement active binder, ocher, coarse aggregate, admixture, fibers, and blended water.

The cementless alkaline active binder is prepared by uniformly mixing a good raw material and an alkaline inorganic material having a powder degree of 4,000 cm ² / g or more in an amount of 0.5 to 20 parts by weight per 100 parts by weight of the slag or fly ash. Preferably, the alkaline inorganic material may be at least one of a sodium-containing alkaline inorganic material, a sodium-free alkaline inorganic material, and a magnesium-containing alkaline inorganic material, and as the raw material, fly ash, metakaolin or slag may be used. However, it is preferable to use fly ash or slag, which has twice as much sodium as other industrial by-product metakaolin. And, the slag may be any one or more of blast furnace slag, electric furnace slag, converter slag, the type and mixing ratio of the alkaline inorganic material can be changed depending on the application of the packaging material.

Particularly, when the alkali-active inorganic material included in the cementless alkali-active binder is a magnesium-containing alkaline inorganic material, it contains magnesium sulfate, magnesium carbonate, magnesium hydroxide, magnesium chloride, magnesium oxide, magnesium stearate, magnesium metaphosphate, magnesium lactate, and the like. It is preferable that at least one of magnesium salt and magnesium oxide be used. At this time, when the magnesium-containing alkaline mineral material further comprises calcium hydroxide, the strength can be further improved. However, in order to improve the strength and provide excellent workability while providing more than the reference strength, it is preferable to include calcium hydroxide and magnesium-containing alkaline inorganic materials in a predetermined weight ratio, respectively.

In addition, the ocher-type wet packaging material of the present invention includes the ocher 50 to 240 parts by weight per 100 parts by weight of the alkali-based alkali active binder material, the ocher has a maximum diameter does not exceed 5mm, specific gravity 1.9 ~ 2.1, water absorption 10 ~ 15 It is preferable to use natural red ocher in the range of%. Therefore, ocher is used to satisfy the standard particle size distribution curve of 5mm fine aggregate of KS standard.

In addition, the cementless ocher wet type packaging material of the present invention has its technical characteristics in that it includes aggregates of 13 mm or less to control dry shrinkage using aggregates.

In general, the drying shrinkage of concrete is affected by the amount of water used, the amount of binder, the amount of binder and the amount of aggregate.The more the number of binders used, the more the binder, the larger the binder, the smaller the aggregate, This is because the large dry shrinkage of loess should be controlled, especially when manufacturing concrete using loess. In consideration of this point, the ocher-type wet packing material of the present invention was intended to control dry shrinkage using aggregates. Particularly, by using aggregates of 13 mm or less to include 80 to 300 parts by weight per 100 parts by weight of the cement-based alkali active binder, The particle size was good and the strength increased. Particularly, it is preferable to use aggregates of crushed stone in which the maximum diameter does not exceed 13 mm and the specific gravity is 2.5 to 2.7 and the absorption is 0.5 to 1%.

In addition, the cementless ocher type wet packing material of the present invention has a technical feature in that the fiber is contained in a certain weight ratio to control dry shrinkage cracking of the surface and improve tensile strength and flexural strength.

That is, the road pavement has a lot of dry shrinkage cracks and requires high tensile strength and flexural strength. Especially, dry shrinkage cracks on the surface give aesthetic instability rather than structural problems. For this reason, the present invention used a fiber having a high density, a fine thickness, a large number of fibers per unit volume, and an excellent dispersibility, in an amount of 10 to 35 parts by weight per 100 parts by weight of the above-mentioned cementless alkali active binder. At this time, the fiber is not limited as long as it satisfies the above properties, but at least one selected from the group consisting of PET fiber, cellulose fiber, PVA fiber, nylon fiber, and polyolefinic fiber is preferably used.

In addition, the cement-based ocher wet type packaging material of the present invention has its technical characteristics in that it includes a dry admixture to secure a target slump considering the compressive strength and workability.

The admixture may use all known kinds of admixtures used to secure the slump, but it is preferable to use a high quality polycarboxylic acid-based high performance reducing agent.

In addition, the cementless ocher wet packaging material of the present invention solves the problems of the dry process of the conventional ocher packaging material to provide an economical and eco-friendly ocher wet packaging material and wet method capable of wet construction in the range of 150 ~ 200 mm slump Is used so that the blending ratio (W / B) of the blending water (W) and the cementless alkali active binder (B) is 40 to 65%.

The blended water should not contain harmful substances that affect the quality such as oil, acid, alkali, etc. In general, drinking water is excellent as a blended water, but groundwater, industrial water, river water, etc. can be used if there is no harmful effect on concrete quality. It's okay.

In some cases, the cementless ocher type wet packing material of the present invention has a technical feature of using fine aggregates having a particle size similar to that of yellow soil to control dry shrinkage and increase compressive strength while maintaining the color of the loess. In this case, the fine aggregate included is preferably 5 mm or less in diameter, and particularly, the content thereof is included to replace 20 to 30% by weight of the ocher weight.

That is, the maximum particle size of ocher is about 5mm, similar to fine aggregate, but the large absorption rate of ocher has problems such as dry shrinkage cracking, reduction of required slump, reduction of required compressive strength, and so on. By substituting a part of the total loess content, it was possible to control the dry shrinkage and to obtain increased compressive strength while maintaining the loess inherent color.

"GGBS" used in the following examples refers to finely ground blast furnace slag powder (Ground Granulated Blast Furance Slag).

Example 1

Cemented Alkali Active Binder Preparation

1. 100 parts by weight of GBS, 5 parts by weight of magnesium chloride powder, 10 parts by weight of calcium hydroxide was uniformly mixed to prepare a cementless alkali active binder 1.

2. 100 parts by weight of GGBS and 10 parts by weight of magnesium nitrate powder were uniformly mixed to prepare Cementium Alkali Active Binder 2.

3. 100 parts by weight of GGBS and 10 parts by weight of magnesium chloride powder were uniformly mixed to prepare Cementium Alkali Active Binder 3.

4. 100 parts by weight of GGBS and 10 parts by weight of magnesium silicate powder were uniformly mixed to prepare Cemental Alkali Active Binder 4.

5. 100 parts by weight of GGBS and 10 parts by weight of magnesium oxide powder were mixed uniformly to prepare Cementium Alkali Active Binder 5.

Example 2

Preparation of Cementless Wetland Packing Material1

1. Cement-free alkali active binder 1 100 parts by weight of coarse aggregate, 100 parts by weight of coarse aggregate, and 15 parts by weight of aggregate were dried by a steel mixer for 1 minute or more to obtain a dry non-beam material.

2. 0.5 parts by weight of a high performance water reducing agent and 10 parts by weight of PET fiber were added to the blended water and mixed well to obtain a liquid mixture. At this time, the blending ratio of the blending water (W) and the cement-based alkali active binder (B) was 40%, and the fiber was well released to prevent the aggregation of the fibers.

3. The dry bibeam material and the liquid mixture were mixed and beamed for 30 seconds or longer to obtain a wet bibeam material.

4. By adding 60 parts by weight of ocher to the wet non-beam material was homogenized homogeneously for 1 minute 30 seconds to prepare Cementum ocher wet packaging material 1. At this time, the content of ocher is adjusted in consideration of the target slump.

Examples 3 to 5

Preparation of Cementless Wetland Packing Materials 2 to 4

Ignored in the same manner as in Example 2 except that the mixing ratio (W) and the mixing ratio (W / B) of the cement-based alkaline active binder (B) were 45%, 50% and 65%, respectively. Cement ocher wet packing materials 2 to 4 were obtained, respectively.

Examples 6-8

Preparation of Cementless Wetland Packing Materials 5 to 7

Cementium alkali active binder 2 is used, and the content ratio of the blended water, that is, the blending ratio (W / B) of the cemented water alkali active binder (B) is 45%, 50%, and 52.5%, respectively. Except for cement ocher wet packing materials 5 to 7 were obtained in the same manner as in Example 2.

Experimental Example 1

The ratio of water-cement alkali-active binders 2 to 5 (W / B) is 50%, the weight ratio of sand-raw material (S / B) is 3.0, and the maximum diameter of the aggregate is cementless alkali-activated mortar under the condition of 5 mm or less. 1 to 4 were prepared, and the relationship between the 28-day compressive strength according to the type of magnesium-containing alkaline inorganic material included in the mortar was tested in the graph shown in FIG.

Referring to FIG. 1 where the results of Experimental Example 1 are shown, it can be seen that even if the type of magnesium-containing alkaline inorganic material is changed, the required strength or higher is secured. have.

Experimental Example 2

28 days of age depending on the content ratio of the blending water contained in the red clay wet packing material 1 to 4, that is, the blending ratio (W) and the cement active alkali binder (B) Compressive strength and slump were tested and shown graphically in FIGS. 2 and 3, respectively.

Referring to FIGS. 2 and 3 where the results of Experimental Example 2 are shown, when the content of the Cemented Alkali Active Binder 1 included in the Cemented Cement Wet Package is constant, the compressive strength increases as the blending ratio (W / B) increases. While showing a tendency to decrease, it can be seen that the slump shows a tendency to increase slightly after the compounding ratio (W / B) decreases to 0.5.

Experimental Example 3

28 days of age depending on the content ratio of the blended water contained in the ocher wet type packaging material 5 to 7, that is, the blending ratio (W) and the cement active alkali binder (B) Compressive strength and slump were tested and shown graphically in FIGS. 4 and 5, respectively.

4 and 5 showing the results of Experimental Example 3, when the content of the Cemented Alkali Active Binder 2 included in the Cemented Cementary Wet Type Packing Material is constant, the higher the compounding ratio (W / B), the higher the compressive strength. Has a tendency to decrease, but it can be seen that the slump tends to increase.

Experimental Example 4

The standard blending ratio of Cement cement oak wet packing materials can be divided into high-strength formulation and normal strength formulation in consideration of the purpose of use and economic feasibility. High strength compounding increases the compressive strength by lowering the water-cement ratio (hereinafter referred to as "W / C"), and fine aggregate is added to secure the target slump at low W / C. It is characterized by higher.

Thus, high strength ocher type moisture containing 50 to 160 parts by weight of yellow clay, 80 to 140 parts by weight of coarse aggregate, 0.5 to 1.5 parts by weight of admixture, 10 to 20 parts by weight of fiber, and 10 to 48 parts by weight of fine aggregate Retaining and compressing the general strength ocher type wet packing material including 100 to 240 parts by weight of ocher, 170 to 300 parts by weight of coarse aggregate, 0.5 to 1.5 parts by weight of admixture, and 15 to 35 parts by weight of fiber, per 100 parts by weight of cement alkali active binder. The strength relationship was tested and the results are shown in FIG. 6.

It can be seen from FIG. 6 that the high-strength ocher type wet packaging material can obtain a compressive strength of 25 to 30 MPa, and a compressive strength of 18 to 24 MPa is obtained even in the case of a normal strength ocher type wet packaging material.

In addition, although not shown in the examples, the above experimental results were similar to the case where the alkaline inorganic material included in the cementless alkali active binder is changed, that is, the sodium-containing alkaline inorganic material and the sodium-free alkaline inorganic material are used. In addition, similar results to the above-described results were obtained when fly ash was used in place of the blast furnace slag of the cementless alkali-active binder used in the above-described examples and experimental examples.

Meanwhile, the cement according to the present invention The composition and thickness of each layer in the packaging of wet loess packaging can be determined according to traffic load conditions, hearth condition, compounding conditions, environmental conditions, etc. and considering the economic feasibility. , The auxiliary base layer, and the surface layer in order, and therefore the packing thickness is preferably calculated as follows.

:시멘트 황토 습식포장재의 표층두께 (mm),

: 설계 윤하중,

: 무시멘트 황토 습식포장 휨 강도 (MPa),

: 노반지지력 계수 0.85 의미한다. here,

: Surface thickness of cement loess wet packing material (mm),

: Design wheel load,

: Cementless loess wet pavement flexural strength (MPa),

: Means roadbed bearing factor of 0.85.

Packing thickness according to the purpose of use of cement cement wet packing material of the present invention is as shown in Table 1, the compressive strength according to age 28 days compressive strength is shown in Table 2.

Therefore, Cement cement pavement packaging material of the present invention is a substitute of asphalt or concrete, walkway, sidewalk, park road, bicycle road, playground, plaza, parking lot, tourist complex, temple, cultural heritage site, farm road, forest road, residential road in the city It can be applied to places that do not consider traffic loads such as agricultural canals and the like and where high strength is required to allow heavy vehicle traffic.

Although the present invention has been shown and described with reference to the preferred embodiments as described above, it is not limited to the above embodiments and those skilled in the art without departing from the spirit of the present invention. Various changes and modifications will be possible.

Claims (15)

Cementum alkali active binder, loess, coarse aggregate, admixture, fiber, and blending water, wherein the blending water is a blending ratio (W) and cementum alkali active binder (B) of 40 to 40 Cementum ocher wet packaging material, characterized in that it is included to be 65%.
The method of claim 1,
The ocher is less than 5mm in diameter and 50 to 240 parts by weight per 100 parts by weight of the cement-based alkali active binder, cement-based ocher wet packaging material.
The method of claim 1,
The coarse aggregate has a diameter of less than 13mm and Cementum ocher wet type packaging material, characterized in that it contains 80 to 300 parts by weight per 100 parts by weight of the cement active alkali binder.
The method of claim 1,
The admixture is a high performance water reducing agent and the Cementary Cementary Wet-packing material, characterized in that it contains 0.5 to 1.5 parts by weight per 100 parts by weight of the alkali active binder.
The method of claim 1,
The fiber has a high density of fibers, a fine fiber thickness, a large number of fibers per unit volume, and excellent dispersibility, and includes cement of 10 to 35 parts by weight per 100 parts by weight of an alkali active binder. Packing materials.
The method of claim 1,
Cementum ocher wet packaging material, characterized in that it further comprises fine aggregate.
The method according to claim 6,
The fine aggregate is less than 5mm in diameter and the cement ocher wet packaging material, characterized in that it is included to replace 20 to 30% by weight of the ocher weight.
The method of claim 1,
The cementless alkaline active binder is slag or fly ash; And
Cementum ocher wet packaging material comprising an alkaline mineral material.
The method of claim 8,
The alkaline mineral material is Cementum soil type wet packing material, characterized in that it comprises 0.5 to 20 parts by weight per 100 parts by weight of the slag or fly ash.
The method of claim 8,
And the alkaline inorganic material includes at least one of sodium-containing alkaline inorganic materials, sodium-free alkaline inorganic materials, and magnesium-containing alkaline inorganic materials.
The method of claim 10,
The magnesium-containing alkaline inorganic material is at least one of magnesium salt and magnesium oxide, the magnesium salt is any one of magnesium sulfate, magnesium carbonate, magnesium hydroxide, magnesium chloride, magnesium oxide, magnesium stearate, magnesium metaphosphate, magnesium lactate Cemented cement soil packing material.
The method of claim 1,
50 to 160 parts by weight of yellow clay, 80 to 140 parts by weight of coarse aggregate, 0.5 to 1.5 parts by weight of admixture, 10 to 20 parts by weight of fiber, and 10 to 48 parts by weight of fine aggregates are included in an amount of 25 to 30 MPa. Cementless soil type wet packing material, characterized in that the compressive strength is obtained.
The method of claim 1,
When 100 to 240 parts by weight of yellow clay, 170 to 300 parts by weight of coarse aggregate, 0.5 to 1.5 parts by weight of admixture, and 15 to 35 parts by weight of fiber are included per 100 parts by weight of the alkaline cemented alkali binder, a compressive strength of 18 to 24 MPa is obtained. Cementless wet packing material.
According to any one of claims 1 to 13, Cement cement ocher packing method,
Dry beaming the cementless alkali-active binder and the coarse aggregate or the cementite alkaline active binder, the coarse aggregate, and the fine aggregate to obtain a dry beam material;
Adding a fiber and admixture to the blended water and mixing the mixture to obtain a liquid mixture;
Mixing and mixing the dry beam material and the liquid mixture to obtain a wet beam material; And
Cemented loess-type wet packaging material comprising the; homogeneous mixing by adding the loess to the wet beam material.
The method of claim 14,
Cementum loess type wet packing material manufacturing method characterized in that the content of the loess and fine aggregate is controlled according to the target slump.

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