KR101037576B1 - Conservatism mortar composition, pavement composition and pavement - Google Patents

Abstract

PURPOSE: A water-retaining mortar composition, a pavement composition using the same, and a pavement material using the same are provided to improve the water-retaining property of mortar and the durability of the composition by mixing an ion-combined composite with slag on which water-swellable polymer is coated. CONSTITUTION: A water-retaining mortar composition includes cement, aggregate, a composite, an antifoaming agent, a plasticizer, a water-retaining additive, absorptive polymer, and aqueous polymer. The composite is ion-combined with functional fine powder and slag. A pavement composition includes the water-retaining mortar composition, a binder composition, yellow soil powder, and an additive. A pavement material includes a base layer, a filter layer, and a surface layer. The base layer is based on the water-retaining mortar composition. The filter layer and the surface layer are successively stacked on the base layer. Pavement blocks are obtained based on the pavement material through a molding process(S20).

Description

Conservatism mortar composition, road pavement composition using the same, and road pavement material using the conservative mortar composition {Conservatism mortar composition, Pavement composition and Pavement}

The present invention relates to a water-retaining mortar composition, a road pavement composition using the same, and a road pavement material using the water-retaining mortar composition.

In particular, the present invention relates to a conservative mortar composition suitable for a bicycle or walking, a road pavement composition using the same, and a road pavement material using the conservative mortar composition.

Recent urbanization has led to an increase in residential, commercial, and public facilities, reducing the area of green space, and the urban sidewalks, driveways, parks, parking lots, etc., all use concrete or asphalt pavement. Water discharged to the sewer and stored above the pavement is evaporating prematurely.

In addition, due to various artificial heat and air pollutants, the temperature of the air above the city began to increase, and due to the complex nutrition, when the temperature rises in the downtown area, the temperature of the pavement rises, and the downtown temperature rises as a whole. The heat island effect is worsening.

In order to reduce the heat island effect caused by artificial packaging, it is possible to supply water to the basement with low heat capacity and water, with no specific measures for such heat island phenomenon, and no development of packaging technology to alleviate heat island phenomenon. It is required to develop a water-proof packaging material that has a water-retaining function that actively retains water, and evaporates the water as the temperature rises. .

In particular, in recent years, interest in environment and health has increased, and green growth industries have been developed. In view of this, many bicycle roads have been constructed. Bicycle roads are generally used for pedestrians walking, walking and jogging as well as bicycles.

Such roads for bicycles should have sufficient strength to drive the bicycle, have excellent permeability to prevent rain swelling, and preferably should be able to suppress the heat island phenomenon of the city by maintaining excellent water retention.

However, the conventional bicycle road has a relatively weak configuration for water permeability and conservativeness simply by considering only durability or stressing only the health factors according to the material selection.

The present invention relates to a bicycle road and / or trail (pedestrian) pavement technology for improving the water retention and permeability, the slag coated with a water-swellable polymer of the porous membrane structure is composed of ionic bonds To reduce the water-cement ratio, improve the water retention ability to store water in the mortar, and to maintain the mortar composition, road pavement composition and road pavement using the same to improve the warpage, tensile, adhesion strength and durability of mortar A method, a method for producing a road paving block and a road paving block using the water-retaining mortar composition, and a road paving material using the water-retaining mortar composition are provided.

The water-retaining mortar composition according to the present invention, cement 9 ~ 28% by weight, aggregate 37 ~ 62% by weight, functional fine powder and slag ion-bonded composite 0.8 ~ 9% by weight, antifoaming agent 0.01 ~ 0.4% by weight, fluidizing agent 0.003 ~ 1 wt%, 0.001-4 wt% of water-retaining additive, 0.02-9 wt% of absorbent polymer, 1-12 wt% of water-soluble polymer, but the aggregate size of the aggregate may be 2.36-4.75mm.
The water-retaining mortar composition, 26% by weight cement, 57% by weight aggregate, 4% by weight of the functional fine powder and slag ion-bonded composite, 0.2% by weight antifoaming agent, 0.5% by weight fluidizing agent, 0.9% by weight water-retaining additive, absorbent polymer 4.4 It is preferable to include 7% by weight of the water-soluble polymer.
Here, the cement may be any one selected from portland cement, crude steel cement, and back cement.
The road pavement composition according to the present invention may include a water-retaining mortar composition, a binder composition, an ocher powder, and an additive.
Here, the road pavement composition may include 60 to 77% by weight of water-retaining mortar composition, 10 to 28% by weight of binder composition, 10 to 20% by weight of ocher powder, and 1 to 2% by weight of additive.
In addition, the binder composition may include 40 to 55% by weight of the slag powder, 12 to 18% by weight of any one selected from the silica fume or metakaolin, 30 to 47% by weight limestone.
In addition, the additive may be composed of a pigment 40 to 60% by weight and a high performance water reducing agent 40 to 60% by weight.
Road pavement according to the present invention, the base layer made of the water-retaining mortar composition; A filter layer laminated on the base layer; And it may include a surface layer laminated on the filter layer.
Here, the auxiliary base layer may be further included between the filter layer and the surface layer.

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The present invention described above,

The present invention relates to a bicycle pavement and / or walkway (pedestrian) pavement technology with improved water retention and permeability, in which a slag coated with a water-swellable polymer having a pore membrane structure incorporates a composite composed of ionic bonds to lower the water-cement ratio, It can improve the water-retaining ability to store water, and improve the warping, tensile, adhesion strength and durability of mortar.

In addition, according to an embodiment of the present invention, the cement-based minerals as a main component to ensure sufficient working time required for packaging and to fully open the passage within 48 hours and to improve the workability and strength by mixing the slag and silica fume or metakaolin with aggregate. By adding ocher powder, which is an environmentally friendly material, it is equipped with road paving composition, road paving block and road paving method which have improved hydrophilicity and improved water permeability.

In addition, due to the excellent repair function according to an embodiment of the present invention, when the temperature of the road surface rises, the moisture contained in the package is evaporated to reduce the temperature rise of the road surface, thereby preventing the urban heat island phenomenon.

In addition, due to the excellent water permeability, there is no swelling of rainwater on the surface, which makes it possible to ride a comfortable bicycle and walk.

In addition, according to the aspect of the present invention, it is possible to reduce the stiffness reduction damage caused by the volume expansion and melting process of the freezing process with high durability.

It is apparent that various effects not directly mentioned in accordance with various embodiments of the present invention can be derived by those skilled in the art from various configurations according to embodiments of the present invention.

1 is a flowchart illustrating a manufacturing method of a road paving block.

Hereinafter, embodiments according to the present invention are disclosed. In describing the embodiments, the same reference numerals refer to the same configuration, and additional descriptions that may overlap or limit the meaning of the invention may be omitted in describing the embodiments of the present invention.

Prior to the detailed description, the concept of the invention, in spite of the singular form of the present disclosure, in the light of the circumstances in which the singular / plural is not clearly distinguished in the use of Korean and in the ordinary terminology used in the art. It is used in the sense that it includes plural expressions unless otherwise contradictory or clearly different from each other. In addition, the words "include", "have", "include", "comprise", or the like described or described in this specification may indicate in advance the possibility of the presence or addition of one or more other features or components, or a combination thereof. It should be understood that it does not exclude.

In addition, in the present invention, 'composition' is a term that includes the meaning of the original mixture and the compound, in the present invention 'composition' of the 'binder composition' is a 'mixture', unless otherwise stated or contrary to the overall content of the invention It is used to mean '.

The present invention relates to a water-retaining mortar composition, a road pavement composition using the same, a road pavement block and a road pavement block manufacturing method using the water-retaining mortar composition, and a road pavement material using the water-retaining mortar composition.

1) First, a water-retaining mortar composition is demonstrated.

Water-retaining mortar is composed of cement, aggregate, composite, antifoaming agent, (high) fluidizing agent, water-retaining additive, water-absorbing polymer and water-soluble polymer.

The preferred content ratio (percentage) of each of the components is 9 to 28% by weight cement, 37 to 62% by weight aggregate, 0.8 to 9% by weight composite, 0.01 to 0.4% by weight defoaming agent, 0.003 to 1% by weight fluidizing agent, 0.001 It may be used in an amount of 4 wt%, an absorbent polymer 0.02-9 wt%, and a water-soluble polymer 1-12 wt%.

More preferably, 11-26 weight% of cement, 37-62 weight% of aggregates, 1-5 weight% of composites, 0.08-0.3 weight% of antifoamers, 0.005-0.7 weight% of fluidizing agents, 0.005-3 weight% of water-retaining additives, and water absorption 0.07 to 8% by weight of polymer, 2 to 8% by weight of water-soluble polymer can be used.

Most preferably, 26 wt% cement, 57 wt% aggregate, 4 wt% composite, 0.2 wt% defoaming agent, 0.5 wt% fluidizing agent, 0.9 wt% water retention additive, 4.4 wt% absorbent polymer and 7 wt% water soluble polymer are used. Can be.

The cement may be selected from the group of portland cement, crude steel cement, and back cement, but alternatively, other cements may be used. Here, the portland cement is preferably used portland cement prescribed in KS. High strength conservative concrete can be obtained by using any cement such as medium heat Portland cement and crude steel Portland cement.

The cement is contained in the 9 to 28% by weight, but if it is outside the lower limit of the content value, that is, less than 9% by weight, strength and durability, freeze-thawing resistance, etc. become weak, most preferably the weight of the cement It should be maintained at 26% by weight. When the cement deviates from the upper limit of 28% by weight, the cement does not have a significant effect on the functional or physical properties but has a meaning as a suitable range for adjusting the blending weight percentage of other compositions.

The particle size of the aggregate is preferably 2.36 ~ 4.75mm. The above aggregates are classified into coarse aggregates and fine aggregates within the particle size range above, so that they form a gap between the two aggregates (coarse aggregates and fine aggregates), and fall within the appropriate range to prevent a drop in strength. .

The composite is a composite particle consisting of functional fine powder such as hydrotalcide and the like, and a slag coated with a superabsorbent polyermer of differentiating pore membrane structure and blast furnace slag particles are attached to the aggregate particles.

The slag coated with the water-swellable polymer of the fine powder and the differentiated pore membrane structure is a composite of ionic bonds and the blast furnace slag performs a concrete hydration reaction and a foaming reaction, and forms a crosslink between the concrete produced hydrates.

Therefore, although the original granularity is irregular and contains a lot of pores, it is a slag having a high absorption rate.However, the water-swellable polymer (polyvinyl alcohol: PVA) having an irregular granularity and functional fine powder (hydrotalite) and a differentiating pore membrane structure is thus produced. The slag coated with CSH can exhibit higher strength properties without negatively affecting the strength of the composite composed of ionic bonds, and the CSH hydrate (calcium silicate hydrate) particles through the hydration reaction of aggregate and binder cement Has grown uniformly, and the CSH hydrate (calcium silicate hydrate) in the form of a full-charged form is produced, and the solid cross-linking is performed on the outer surface of the composite particle composed of ion-bonded slag coated with functional fine powder and water-swellable polymer of differentiating pore membrane structure. Because it forms.

Here, the composite particles and the slag cement powder in which the slag coated with the functional fine powder and the water-swellable polymer of the differentiating pore membrane structure are composed of ionic bonds mainly perform the mortar hydration reaction and the pozzolanic reaction.

In order to improve the long-term strength of mortar, slag coated with functional fine powder in the range of 70 ~ 81% of SiO ₂ + Al ₂ O ₃ , the basic material of pozzolanic reaction, and water swellable polymer of differentiating pore membrane structure Using the composite made up, blast furnace slag cement having a CaO component of 51.6% is mixed in an appropriate blending ratio. Here, addition of the CaO component is essential for the formation of slaked Ca (OH) ₂ required for the pozzolanic reaction.

On the other hand, the composite of the functional fine powder and the slag coated with the water-swellable polymer of the differentiating pore membrane structure is composed of ionic bonds complement the disadvantage that the mortar strength is weakened when the slag in the mortar composition is simply used as a substitute for aggregate.

In other words, when slag is simply used as a substitute for aggregate in the conventional mortar composition, mortar strength was weakened. This is because the surface of the slag particles is irregular and porous, and thus the absorption rate is about 6 to 8% higher than that of general aggregates. It was because the durability was weak due to the repeated action of cracking, dry and wet and freeze-thawing on dry shrinkage. In addition, since the pH of the slag typically has an alkalinity of 9.0 to 9.5, the siliceous minerals and the alkali aggregates in the aggregate may be generated to cause cracks in the concrete. In addition, the irregular slag surface has a disadvantage in that the workability is reduced when using the mortar in the field requiring watertightness.

Therefore, in the present invention, when using slag as a raw material of the mortar composition, a method of expressing strength by the reaction of aggregate particles, a method of preventing weakening of strength by high absorption rate, and a non-reactive aggregate that can avoid an alkali aggregate reaction. As a conversion method, the slag coated with the functional fine powder and the water-swellable polymer of the differentiating pore membrane structure was recycled to the bottom mortar packing material using a composite composed of ionic bonds.

That is, a composite made of ion-bonded slag coated with a functional fine powder and a water swellable polymer having a differentiation-porous membrane structure is prepared by a method of making polar bonds. Specifically, the contents of the composite having the water-swelling property are fixed to the slag and the material charged with the functional fine powder, and to prepare the water-swellable polymer coating particles of the differentiating pore membrane structure on the slag. Characterized by the differentiating pore membrane structure coating particles made of the water-swellable polymer, the pores of the outer surface portion of the coating forms a collapsed differentiating pore membrane structure. In addition, as the charge-bearing material is fixed to the slag, and forms a functional fine powder containing the opposite charge-bearing material. The function of the functional fine powder here induces an anion exchange reaction. In other words, Cl ^- ions of mortar are exchanged with negatively charged complex ions in functional fine powder compounds. Among the properties of anion exchange reaction, ion selectivity generally has high selectivity when functional fine powders are similar in size. .

As a result of the above technical configuration, water swellable polymer collects the water in the mortar which is not hardened to reduce the water cement ratio in the mortar, and the water cement ratio around the pores due to the pore formation becomes low mortar resulting in improved strength than the compounding strength. In addition to the rapid progress of the hydration reaction of the cement, calcium hydroxide by the pozzolanic reaction is almost consumed, and the initial strength reduction of mortar is overcome by incorporating the new material of the composite aggregate particle combined with the fine powder and the swellable porous coating fine aggregate according to the present invention. At the same time, high-strength conservative mortar can be realized.

Defoamer is added to remove the large pores due to the generation of entrained air in the mortar to reduce the increase in the amount of air, it is used to improve the strength and appearance of the mortar. The antifoaming agent is preferably added to 0.01 to 0.4% by weight. If the amount of the antifoaming agent used is less than 0.01% by weight, sufficient foam suppression effect cannot be obtained, and when it is used in excess of 0.4% by weight, it is not economical.

Examples of the antifoaming agent include mineral oil-based antifoaming agents such as kerosene and paraffin, animal and vegetable oils, sesame oil, castor oil and oil-based antifoaming agents such as alkylene oxide adducts thereof, olein, stearic acid and alkylene oxide adducts thereof, and the like. Fatty acid ester antifoaming agents such as antifoaming agent, glycerin monolicinolate, alkenyl amber acid fluid, sorbitol monolaurate, sorbitol trioleate, natural wax, etc., polyoxyalkylenes, (poly) oxyalkyl ethers, acetylene ethers, Oxyalkylene antifoaming agents such as (poly) oxyalkylene alkyl phosphate esters, (poly) oxyalkylene alkylamines, (poly) oxyalkyleneamides, alcohols such as octyl alcohol, hexadecyl alcohol, acetylene alcohol, glycols, etc. Amide-based antifoaming agents such as antifoaming agents, acrylate polyamines, phosphoric acid such as tributyl phosphate, sodium octylphosphate, and the like. Thermal-based anti-foaming agents, aluminum stearate, calcium oleate (polyorganosiloxanes such as dimethyl polysiloxane), metal soap-based defoaming agent, dimethyl silicone oil, silicone, pay seut, silicone emulsions, organic modified polysiloxanes such as. Any one or more selected from the group consisting of silicone-based antifoaming agents, such as fluorosilicone oil, may be used, but is not limited thereto, and types commonly used in the art may be used.

In the present invention, nonionic surfactants or the like can be generally used as an oily substance having low volatility and high diffusivity. In addition, a commercially available silicone antifoaming agent having a chemically stable and excellent effect can be used. Preferably the antifoaming agent may use the German BASF Lumiten L-10.

The glidant is a compound that exerts an effect of increasing the slump in the same unit quantity, and acts as a surfactant.

The fluidizing agent used in the present invention is preferably melamine or carboxyl. The fluidizing agent is adsorbed on the surface of the cement particles to give charge to the surface of the particles to cause mutual repulsion between the particles, the dispersion of the aggregated particles to increase the flow of cement particles due to the strength of the water-cement ratio of the composition of the present invention Promote and improve durability.

In particular, by using a carboxyl-type fluidizing agent as a fluidizing agent, the amount of water used was reduced by 10-25% or more compared to the conventional formulation. This reduction in the amount of water used can reduce the number of capillaries, which are the transport paths of water, to create a more dense mortar, which helps to inhibit the penetration of water from the surface.

The glidant used in the present invention is a carboxylates glidant, a polycarboxylic acid glidant or a melamine glidant, resulting in water use savings of about 10 to 25% by weight. The reduced water usage of 10 to 25% by weight reduces the capillary water in the water-retaining mortar during the production of the water-retaining mortar, resulting in a more compact structure. The amount of the carboxyl-based fluidizing agent is preferably configured to further comprise 0.003 to 1% by weight, if less than 0.003% by weight, the fluidity is lowered, the performance is not achieved, if the excess exceeds 1% by weight Due to the deterioration of the mortar viscosity, the aggregate separation phenomenon in which the material is separated appears to have the disadvantage of lowering the strength of the water-retaining mortar.

As examples of the fluidizing agent of the water-retaining mortar composition according to the present invention, it is preferable to use a carboxyl type fluidizing agent or a melamine type fluidizing agent. Therefore, the amount of the above-mentioned amount may contain 003 to 1% by weight. In the embodiment of the present invention Melment F-10, Degussa was used.

The bottom ash may be used as the water-retaining additive.

Fly ash from coal-fired power plants is used as a mixture of cement and concrete, but bottom ash, which is left on the floor, is treated as industrial waste. Through its effective utilization study, the bottom ash is conceived to be conservative and can be used as a conservative additive material for the manufacture of specialty concrete.

Bottom ash was found to have excellent water retention when added 0.001 ~ 4% by weight. If it is less than 0.001% by weight, the water-retaining capacity is lowered, and thus the role as a water-retaining mortar product is less. Most preferably the best effect is achieved in the range of 0.9% by weight.

The absorbent polymer absorbs water during mortar mixing and expands the absorbent polymer to act as a ball bearing, thereby improving workability of the mortar, thereby reducing the number of units in concrete, thereby increasing strength.

In addition, the water-soluble polymer is dissolved in water to improve the viscosity of the cement paste, and the improved viscosity paste improves the adhesive strength with the aggregate serves to improve the bending strength, the maximum weakness of the porous and water-retaining mortar.

When the mortar is manufactured in this way, the absorbent polymer absorbs water at first and expands 5 to 1000 times, resulting in a sudden drop in workability, which leads to product shaping or uneven surface phenomena with poor product surface after molding. The disadvantage is that the value and product dimensions are inaccurate. As a result of this finding, the absorbent polymer suddenly deteriorates mortar workability due to the combination with water and the absorbent polymer expands while absorbing water before hardening after molding, resulting in inaccurate product dimensions and bumping of the concrete surface. It was recognized that it is a factor to make it.

Wet expansion retardants of these absorbent polymers react with water at the beginning of the mixing to delay or inhibit the expansion from 5 to 1000 times from mortar mixing to the molding of concrete products, which causes the molded concrete products to elapse from 10 to 120 minutes. At this point, the absorbent polymer gradually absorbs and expands the water in the concrete and absorbs the water in the surrounding concrete at the point of maintaining the magnetic shape (about 2 to 8 kg / cm ² ). The inventors found that the wet expansion retardants, glycerin and dextrin, were first adsorbed on the surface of the absorbent polymer to inhibit the expansion while reacting with water, but gradually dissolved in water, reducing the delay effect until 10 to 120 minutes. .

As a result, the pores formed by the absorbent polymer expansion reduces the water cement ratio of the surrounding concrete, and condenses the surrounding concrete to make the concrete dense, thereby improving the strength of the concrete. In addition, after forming the product, water absorbs and expands gradually in the concrete while digging and filling pores such as capillaries, and when the water evaporates after curing or placing the product, the absorbent polymer shrinks to form voids. It was found that the capillary channel could be absorbed and formed as soon as it meets, thus forming a fine capillary tube with almost no deterioration in strength, thereby storing water and releasing the water to the outside.

In other words, the absorbent polymer spreads out like a fine capillary tube and absorbs water quickly, while it releases water in the form of water vapor at the time of water release, thereby increasing water-retainability without causing a decrease in strength, and gradually slowing water release. It is possible to greatly reduce the heat island phenomenon.

(Examples 1 to 6)

Some of the results of the experiment to confirm the above description are as follows.

For cement, Portland cement (Ssangyong Shoe) was used, and the aggregate was selected from coarse aggregates and fine aggregates among the Okcheonsan aggregates, and the aggregates were adjusted in advance by the mixing test so that the porosity was 26%. And ALC lysate were used, polyacrylic acid was used as the absorbent polymer and polyvinyl alcohol was used as the water-soluble polymer. This was experimented with the formulation as shown in (Table 1), the results are shown in (Table 2).

In the test method, the water retention rate was determined by curing the specimen for 5 × 5 × 5cm mortar in water at 20 ± 2 ℃ for 3 days and drying it at 105 ± 52 ℃ for 24 hours at dry water. The equation is

% Repair = [(Function Weight-Clean Weight) / Clean Weight] × 100

division cement aggregate Conservative
additive Polyacrylic acid Polyvinyl alcohol Remuneration
(%) Flexural strength
(kg / cm ² ) Example 1 26 57 0.002 0.03 2 34.1 28 Example 2 26 57 0.9 4.4 7 43.6 59 Example 3 26 57 1.2 5 7.6 46.2 63 Example 4 26 57 2.5 5.2 8 49.1 61 Example 5 26 57 3.3 6 8.2 53.8 56 Example 6 26 57 4 9 9 48.6 62 Comparative example 26 57 0.0009 0.05 One 26.3 31

As a result of this test, the flexural strength was improved according to the water absorption and the amount of water-soluble polymer added. As described above, the present invention not only increases the water-retaining capacity by 30 to 80% than conventional water-retaining concrete products, but also shows the strength of 45kg / cm ² compared to 25-33kg / cm ^{2 in} the case of general water-retaining products. Of course, it can secure sufficient strength that can be applied as a general road.

In addition, to examine the heat island effect (heat island) of the product of the present invention was tested as follows. The test package was cured at 60 × 60 × 10 cm in size and blended as shown in Table 2. The specimens were cured in air for 1 day and then cured in 20 ± 2 ° C. for 7 days. Using this device, an infrared lamp was installed 40cm above the surface of the specimen, and when the temperature was 33 ℃ in the summer, the surface temperature of the concrete coated pavement was found to be about 65 ℃, and the similar temperature was set and investigated 5cm above the surface of the specimen. Table 2 shows the results of measuring the surface temperature by installing a temperature sensor.

division
Survey time (minutes) One 10 20 30 40 50 60 70 80 90 100 110 120 Example 2 25 27 28 30 32 34 37 39 41 42 42 43 43 Example 2 25 27 28 29 31 33 34 36 38 40 41 42 42 Example 2 25 27 28 29 31 33 35 36 37 39 39 40 40 Example 2 25 26 27 28 30 30 32 33 34 35 36 38 39 Example 2 25 26 27 28 31 31 32 34 35 36 37 38 39 Example 2 25 27 28 29 30 30 32 34 36 36 38 39 40 Comparative example 25 28 33 36 39 42 45 48 50 51 53 53 53 Normal
concrete 25 32 36 45 49 52 55 57 57 61 63 64 64

(Unit ℃)

As shown in the results of Table 2 above, Examples 1 to 6 in which the polymer is mixed in an appropriate amount do not have a large rise even if the surface temperature is passed over time, whereas the surface temperature of general concrete in which the polymer is mixed or not mixed is low. Was found to increase with increasing surface temperature over time.

2) The road pavement composition containing a water-retaining mortar composition is demonstrated. The road pavement composition includes the above-mentioned water-retaining mortar composition, and in addition, it is formulated with an appropriate amount of binder composition, ocher powder and additives.

Preferably, 60 to 77% by weight of water-retaining mortar composition, 10 to 28% by weight of binder composition, 10 to 20% by weight of ocher powder, and 1 to 2% by weight of additive may be used.

The binder composition is formulated with an appropriate amount of fine slag powder, silica fume or metakaolin, and limestone.

Preferably, 40 to 55% by weight of fine slag powder, 12 to 18% by weight of silica fume or metakaolin, and 30 to 47% by weight of limestone may be used.

Since the binder composition is mixed in a predetermined formulation at the factory, problems such as cracking, dry shrinkage, and material shortage due to a compounding error generated in the field do not occur.

The slag fine powder is composed of 40 to 55% by weight, the fine slag powder contains a CaO component, and excellent in long-term strength, durability, heat of hydration, chemical resistance, promoting the thickening reaction. In addition, it serves to give the effect of the initial crack prevention.

However, when the slag fine powder is out of the upper limit of 55% by weight, the initial strength decreases and the dry shrinkage increases, so that there is a high probability of cracking. Can be degraded.

Silica fume or metakaolin is a high-strength mixed material, and when it exceeds the upper limit of 18% by weight, it does not act as a high-strength mixture such as excessive use of water and delayed condensation, but when it exceeds the lower limit of 12% by weight. It only affects the other properties, but does not significantly affect other properties.

The main component of limestone is CaCO ₃ and can preferably be used in powder form in the present invention. Limestone powder plays a role of controlling the action of the slag powder, in the case of limestone powder exceeding the upper limit occurs a problem of strength and condensation delay, and less than the lower limit does not have a special effect on the strength.

The ocher powder is blended with 10 to 20% by weight, and when the ocher powder is in the upper limit than the predetermined ratio, the repair and permeability caused by the clogging of the pores are lowered due to the excessive amount of powder, and the adhesion strength and the bending strength of the surface are reduced. Is lowered. On the other hand, when the ocher powder is out of the lower limit, the maintenance function is inadequately degraded, and the road pavement function is not significantly affected.

By including the ocher powder, according to the binding of the binder composition in the road pavement composition of the present invention, it is possible to block the stiffness reduction damage caused by the volume expansion and melting process of the freezing process at high durability.

The loess powder is a kind of kaolin lower grades and clay minerals, and if it is clay minerals satisfying the loess characteristics of Table 3 below, it may be said to belong to the scope of the present invention.

Classification ＼ Kind Ocher properties Adult and Mountain It is produced by rock weathering, and the mined places are mountains, fields, etc. chief ingredient SiO ₂ : 30-65%, Al ₂ O ₃ : 20-45%, Fe ₂ O ₃ : 2-20% Categories and Particles Widely belong to primary clay, specific gravity ranges from 2 to 3, pH ranges from 4.0 to 6.0, granulates

On the other hand, the road paving method using the road paving composition,

Forming a base layer, forming a filter layer with an aggregate having a particle size of 3 mm or less on the base layer, forming an auxiliary base layer with an aggregate having a particle size of 5 mm or less on the filter layer, and above the auxiliary base layer Forming a surface layer paved with a road pavement composition.

3) The road paving block will be described.

Road paving block according to the present invention is completed by mixing the water-retaining mortar composition, binder composition, ocher powder, additives in an appropriate amount, pressurized in a mold, and dried. Since the components of the road pavement block are formed in the same manner as the above-described coating pavement composition, the content ratio of each element and the experimental results thereof will be omitted.

The manufacturing method of such a road paving block is as follows (see Fig. 1).

In one step, after mixing the material such as 60 to 77% by weight of the water-retaining mortar composition, 10 to 28% by weight of the binder composition, 10 to 20% by weight of ocher powder, 1 to 2% by weight of the additive, and then mold in a specific form Inject (mold) (S10).

In step 2, by pressing the material injected into the mold is molded into a coating block of a predetermined form (S20).

Here, the pressure of the coating paving block is by a pressure vibrator, the pressing force at this time is set to 80 ~ 120kg / cm ² . If the pressing force is below the above range, the moldability is lowered. On the other hand, if the pressing force is above the above range, the cost increases because the pressurized vibrator having a large capacity is unnecessarily used.

In step 3, the road pavement block of the molding is withdrawn from the mold (S30).

The drawn road pavement block must measure the degree of cohesion of the molding to distinguish whether it is defective or good.

In step 4, the drawn road paving block is put into a drying furnace (S40).

The road paving block put into the drying furnace is dried at a temperature of 40 ~ 70 ℃, by supplying steam to the drying furnace to supply sufficient moisture to the road paving block, so that it can retain sufficient strength when stored at room temperature for a long time.

In step 5, the road paving block is withdrawn from the drying furnace and dried naturally at room temperature (S50).

Although drying was primarily performed in a drying furnace, it is not completely dried, so it is preferable to dry naturally at room temperature.

4) Explain road pavement.

The road pavement according to the present invention includes the water-retaining mortar composition, and includes a base layer made of the water-retaining mortar composition, a filter layer laminated on the base layer, and a surface layer laminated on the filter layer.

Here, the filter layer is made of aggregate having a 3mm particle size, the auxiliary base layer may be made of aggregate having a particle size of 5mm or less.

As described above in detail through specific embodiments of the present invention, the present invention is not limited to the above embodiments, and various modifications may be made by those skilled in the art within the scope of the technical idea of the present invention.

Claims (17)

delete Cement 9 ~ 28% by weight, Aggregate 37 ~ 62% by weight, Functional fine powder and slag ion-bonded composite 0.8 ~ 9% by weight, Antifoaming agent 0.01 ~ 0.4% by weight, Fluidizing agent 0.003 ~ 1% by weight, Water-retaining additive 0.001-4 Wt%, absorbent polymer 0.02-9 wt%, water-soluble polymer 1-12 wt%,
The aggregate size of the aggregate is 2.36 ~ 4.75mm water-retaining mortar composition, characterized in that. The method of claim 2, wherein the water-retaining mortar composition,
26 wt% cement, 57 wt% aggregate, 4 wt% composite with functional fine powder and slag ions, 0.2 wt% defoamer, 0.5 wt% glidant, 0.9 wt% water retention additive, 4.4 wt% water absorbent polymer, water soluble polymer 7 A water-retaining mortar composition comprising a weight percent. The method according to any one of claims 2 to 3,
The cement is water-retaining mortar composition, characterized in that any one selected from portland cement, crude steel cement, back cement. delete A road pavement composition comprising the water-retaining mortar composition of claim 2,
Road paving composition comprising a water-retaining mortar composition, a binder composition, ocher powder, additives. According to claim 6, The road pavement composition,
A road pavement composition comprising 60 to 77% by weight of a water-retaining mortar composition, 10 to 28% by weight of a binder composition, 10 to 20% by weight of ocher powder, and 1 to 2% by weight of an additive. The method according to claim 6 or 7,
The binder composition is 40 to 55% by weight fine slag, 12 to 18% by weight of any one selected from the silica fume or metakaolin, road pavement composition, characterized in that it comprises 30 to 47% by weight limestone. The method according to claim 6 or 7,
The additive is a road pavement composition, characterized in that consisting of 40 to 60% by weight of pigment and 40 to 60% by weight of a high performance water reducing agent. delete delete delete delete A road pavement comprising the water-retaining mortar composition of claim 2,
A base layer made of the water-retaining mortar composition; A filter layer laminated on the base layer; And a surface layer laminated on the filter layer. The method of claim 14,
The road pavement material further comprises an auxiliary base layer formed between the filter layer and the surface layer. delete delete

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