KR20140115119A - the pavement composition with non-shrinkage for soil road and the construction method for road paving therewith - Google Patents
the pavement composition with non-shrinkage for soil road and the construction method for road paving therewith Download PDFInfo
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- C—CHEMISTRY; METALLURGY
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- C04B14/00—Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B14/02—Granular materials, e.g. microballoons
- C04B14/04—Silica-rich materials; Silicates
- C04B14/047—Zeolites
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- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B14/00—Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B14/02—Granular materials, e.g. microballoons
- C04B14/04—Silica-rich materials; Silicates
- C04B14/10—Clay
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- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B20/00—Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials
- C04B20/02—Treatment
- C04B20/04—Heat treatment
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- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B22/00—Use of inorganic materials as active ingredients for mortars, concrete or artificial stone, e.g. accelerators, shrinkage compensating agents
- C04B22/08—Acids or salts thereof
- C04B22/14—Acids or salts thereof containing sulfur in the anion, e.g. sulfides
- C04B22/142—Sulfates
- C04B22/143—Calcium-sulfate
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- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
- C04B28/04—Portland cements
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- C04B7/00—Hydraulic cements
- C04B7/32—Aluminous cements
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/10—Coherent pavings made in situ made of road-metal and binders of road-metal and cement or like binders
- E01C7/14—Concrete paving
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- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
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- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
- C04B2111/0075—Uses not provided for elsewhere in C04B2111/00 for road construction
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- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/34—Non-shrinking or non-cracking materials
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Abstract
The present invention relates to a pavement composition having a non-shrinking property and a road pavement method using the pavement composition, which comprises 40 to 60 parts by weight of aggregate, 20 to 30 parts by weight of zeolite, 40 to 40 parts by weight, Portland cement or flyash cement 7 to 21 parts by weight, alumina cement 3 to 7 parts by weight, anhydrous gypsum 3 to 7 parts by weight, water reducing agent 0.05 part by weight, defoaming agent 0.1 part by weight, retarding agent 0.11 part by weight, 0.005 parts by weight of a loam road pavement composition; (S1) arranging a pile to be paved and forming an auxiliary base layer by a conventional method, and arranging the pile base and auxiliary base layer; (S2) a lower surface layer forming step of forming a lower surface layer by laying a road pavement material mixed with water on a pavement composition of the above-mentioned yellow laver pavement to a thickness of 50-150 mm on the formed auxiliary pavement layer; The upper surface layer is formed by laying a road pavement material mixed with water in the above-mentioned loess pavement composition composition in a thickness of 50 to 100 mm on the lower surface layer formed above. The upper surface layer is increased from both edges to the central part, An upper surface layer forming step S3 forming a surface layer; Road pavement is completed in the curing step S4 in which road paved roads are cured in a usual manner, and the road packed with the pavement composition of the loamy road is environment-friendly, has excellent durability and strength, and has no shrinkage property.
Description
The present invention relates to a pavement composition having a non-shrinking property and a road pavement method using the pavement composition, which comprises 40 to 60 parts by weight of aggregate, 20 to 30 parts by weight of zeolite, 40 to 40 parts by weight, Portland cement or flyash cement 7 to 21 parts by weight, alumina cement 3 to 7 parts by weight, anhydrous gypsum 3 to 7 parts by weight, water reducing agent 0.05 part by weight, defoaming agent 0.1 part by weight, retarding agent 0.11 part by weight, 0.005 parts by weight of a loam road pavement composition; (S1) of arranging the papers to be paved and forming an auxiliary base layer in a usual manner and compiling the pavilion; (S2) a lower surface layer forming step of forming a lower surface layer by laying a road pavement material mixed with water on a pavement composition of the above-mentioned yellow laver pavement to a thickness of 50-150 mm on the formed auxiliary pavement layer; The upper surface layer is formed by laying a road pavement material mixed with water in the above-mentioned loess pavement composition composition in a thickness of 50 to 100 mm on the lower surface layer formed above. The upper surface layer is increased from both edges to the central part, An upper surface layer forming step S3 forming a surface layer; Road pavement is completed in the curing step S4 in which road paved roads are cured in a usual manner, and the road packed with the pavement composition of the loamy road is environment-friendly, has excellent durability and strength, and has no shrinkage property.
Generally, roads are packed with road pavement materials such as asphalt, cement concrete or elastic packing materials for roads, parks, promenades, and roads in apartment buildings. These asphalt or cement concrete have a relatively high strength and are easy to construct Recently, yellow clay packaging materials containing yellow clay have been developed.
Therefore, in the prior art disclosed for forming a pavement by using loess as a raw material with the object of providing an environmentally friendly functional package, Korean Patent No. 408594 discloses a loess road packaging material and a manufacturing method thereof, As a means for providing a road packaging material capable of retaining the loess color with high compression strength, a high purity loess powder which is uniformly and finely processed in the loess particles is mixed with the cement, and the cement and the optimum strength can be maintained And the addition of iron oxide, which is an inorganic pigment, in order to complement the graying of the yellow clay packaging material due to the increase in the amount of the cement admixture has been disclosed. In addition, Patent Publication No. 0924133 discloses that 15 to 50 wt% of loess powder, 10 to 40 wt% of lime powder, 20 to 50% by weight of water particles and 5 to 25% by weight of a water soluble soil solidifying agent to prepare an ocher mortar; Adding 10 to 30% by weight of the loess mortar to 70 to 90% by weight of the main material which is natural soil or marathon, And a wet non-beam step in which water is added to the dry bean-beam composition obtained in the dry bean-bead so that the slump value is 7 to 10 cm, and the mixture is stirred, is disclosed.
However, road pavement materials such as conventional asphalt, cement concrete, and elastic packaging materials can not absorb solar radiation and transfer to the atmosphere, thereby increasing the atmospheric temperature. In the case of parks and walkways, In particular, cement concrete pavement has high shrinkage and swelling power, so there is a disadvantage that shrinkage joint spacing is 2 ~ 3m as standard, expansion joint spacing is 30m as standard, and elastic packaging material is weak in durability There is a problem that it gets out quickly.
In addition, when the road is packed with a conventional ocher packing material, it is possible to radiate far-infrared rays to provide a number of beneficial effects to the human body. However, in order to give a weak point and a certain strength, There is a problem that the utility of the yellow clay is deteriorated by mixing a solidifying agent and various additives.
In order to solve such a problem in some loess compositions and loess pavement, solidifying agent components developed by a method of baking oyster shells and the like without using any cement are used, but their use is also poor in economic efficiency, , Acid resistance and the like, and cracks.
Therefore, road pavement containing loess is excellent in strength and durability of the pavement surface. In the process of penetration of moisture on the pavement surface during rainfall, water is absorbed directly to lower the road surface temperature, Providing a beautiful road packing method that does not emit harmful substances due to adsorption of harmful substances and does not emit harmful substances, prevents deterioration due to packing due to a large water content, and can express various colors and patterns as well as natural surfaces It can be said that it is required.
The road packaging material according to the above-exemplified patents is intended to increase the bonding force with the loess powder by cement or lime powder, but has a problem in that the durability and strength after the road pavement are lowered.
Accordingly, in order to solve the above-mentioned problems, the present invention provides a cement mortar composition comprising 40 to 60 parts by weight of aggregate, 20 to 40 parts by weight of zeolite, 7 to 21 parts by weight of Portland cement or fly ash cement, 3 to 7 parts by weight of alumina cement, 3 to 7 parts by weight of anhydrous gypsum, 0.05 part by weight of a water reducing agent, 0.1 part by weight of a defoaming agent, 0.11 part by weight of a retarder and 0.005 part by weight of a detackifying agent; (S1) of arranging the papers to be paved and forming an auxiliary base layer in a usual manner and compiling the pavilion; (S2) a lower surface layer forming step of forming a lower surface layer by laying a road pavement material mixed with water on a pavement composition of the above-mentioned yellow laver pavement to a thickness of 50-150 mm on the formed auxiliary pavement layer; The upper surface layer is formed by laying a road pavement material mixed with water in the above-mentioned loess pavement composition composition in a thickness of 50 to 100 mm on the lower surface layer formed above. The upper surface layer is increased from both edges to the central part, An upper surface layer forming step S3 forming a surface layer; Road pavement is completed in the curing step S4 in which the road paved road is cured by a normal method so that the road packed with the paved road pavement composition is eco-friendly, has excellent durability and strength, and has no shrinkage property .
Thus, the present invention is characterized in that 40 to 60 parts by weight of aggregate, 20 to 40 parts by weight of zeolite, 7 to 21 parts by weight of Portland cement or fly ash cement, 7 to 21 parts by weight of alumina cement 3 to 7 3 to 7 parts by weight of anhydrous gypsum, 0.05 part by weight of a water reducing agent, 0.1 part by weight of a defoaming agent, 0.11 part by weight of a retarding agent and 0.005 part by weight of a detackifying agent; (S1) arranging a pile to be paved and forming an auxiliary base layer by a conventional method, and arranging the pile base and auxiliary base layer; (S2) a lower surface layer forming step of forming a lower surface layer by laying a road pavement material mixed with water on a pavement composition of the above-mentioned yellow laver pavement to a thickness of 50-150 mm on the formed auxiliary pavement layer; The upper surface layer is formed by laying a road pavement material mixed with water in the above-mentioned loess pavement composition composition in a thickness of 50 to 100 mm on the lower surface layer formed above. The upper surface layer is increased from both edges to the central part, An upper surface layer forming step S3 forming a surface layer; Road pavement is completed in the curing step S4 in which the road paved road is cured by a normal method, and the road packed with the pavement composition of the loamy road is environmentally friendly, and when durability and strength are excellent, there is an effect of having no shrinkage.
More specifically, while allowing the moisture control function and the contaminants to be adsorbed in the porous spaces of the calcined loess and zeolite contained in the packaging composition of the loess soil used for the road pavement, the permeability coefficient is secured while the far- , It is beneficial to human body. It utilizes plasticized loess and zeolite to increase the adsorption power of unsaturated hydrocarbon, polar material and other harmful substances, and improves the durability of the packaging material by preventing the deterioration of the packaging material by improving the function effect of the road packaging material. It is a beautiful ocher and harmonizes with nature. It has effect of having quick hardness, high strength, and no shrinkage.
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a process diagram of a road paving method using a loess road pavement composition according to the present invention.
2 is a cross-sectional exemplary view of a road packed according to the road pavement method using the loess road pavement composition according to the present invention.
The present invention relates to a pavement composition having a non-shrinking property and a road pavement method using the pavement composition, which comprises 40 to 60 parts by weight of aggregate, 20 to 30 parts by weight of zeolite, 40 to 40 parts by weight, Portland cement or flyash cement 7 to 21 parts by weight, alumina cement 3 to 7 parts by weight, anhydrous gypsum 3 to 7 parts by weight, water reducing agent 0.05 part by weight, defoaming agent 0.1 part by weight, retarding agent 0.11 part by weight, 0.005 parts by weight of a loam road pavement composition; (S1) of arranging the papers to be paved and forming an auxiliary base layer in a usual manner and compiling the pavilion; (S2) a lower surface layer forming step of forming a lower surface layer by laying a road pavement material mixed with water on a pavement composition of the above-mentioned yellow laver pavement to a thickness of 50-150 mm on the formed auxiliary pavement layer; The upper surface layer is formed by laying a road pavement material mixed with water in the above-mentioned loess pavement composition composition in a thickness of 50 to 100 mm on the lower surface layer formed above. The upper surface layer is increased from both edges to the central part, An upper surface layer forming step S3 forming a surface layer; Road pavement is completed in the curing step S4 in which road paved roads are cured in a usual manner, and the road packed with the pavement composition of the loamy road is environment-friendly, has excellent durability and strength, and has no shrinkage property.
The present invention according to the present invention will first explain a pavement composition having no shrinkage property and a pavement pavement method using the pavement composition. First, the pavement composition will be explained first. The packaging composition may comprise 40 to 60 parts by weight of aggregate, 20 to 40 parts by weight of zeolite, 7 to 21 parts by weight of Portland cement or flyash cement, 3 to 7 parts by weight of alumina cement, 3 to 7 parts by weight of anhydrous gypsum, 0.05 part by weight of a water reducing agent, 0.1 part by weight of a defoaming agent, 0.11 part by weight of a retarder and 0.005 part by weight of a detackifying agent.
First, the calcined loess and the calcined clay are applied to the domestic calcined loess and the calcined clay, and the chemical composition of the calcined loess is shown in Table 1 below.
On the other hand, the molecular structure of the calcined loess is a multi-layer structure which is a honeycomb structure type and provides a porous storage space, and has a function of controlling moisture and adsorbing pollutants in the space. The far-infrared emissivity of the loess is close to 90% In addition, the yellow loess contains a large amount of minerals necessary for the metabolism of the human body, and the properties of the loess are excellent in adsorption and biodegradability, It has been known that it emits anion in addition to the far-infrared radiation function, has an excellent deodorizing effect, and prevents the occurrence of fungi and harmful bacteria. Such a characteristic of the loess soil component is that it is packed And the far infrared rays are emitted from the road to provide benefits to the human body, The calcined yellow loess or calcined clay has a particle size of 0.02 to 2 mm in the calcined loess or calcined clay.
The aggregate was crushed aggregate suitable for KS F 2507, 2508. The aggregate particle size distribution passed through 90% to 100% in 13 mm sieve, 15% in 5 mm sieve, and 5% in 2.5 mm sieve .
As for the particle size distribution of zeolite, the zeolite passes through 90 to 100% of 10 mm sieve, passes 70 to 80% of 5 mm sieve, and almost remains in 0.08 mm sieve. The chemical composition of this zeolite is shown in the following table 2].
On the other hand, zeolites are collectively referred to as minerals which are aluminum silicate hydrates of alkali and alkaline earth metals. These zeolites are ion exchangeable. Since zeolites contain exchangeable cations in the crystal structure, they are freely exchanged with other cations. Due to its nature, zeolite can adsorb a large amount of water and selectively adsorbs unsaturated hydrocarbons or polar substances selectively by the action of cations capable of adsorbing other particulate matter in the crystal structure, and the removal efficiency of nitrogen and phosphorus There is an economical biological effect that effectively treats ammonia nitrogen while being high.
The Portland cement is a type 1 ordinary Portland cement. The chemical composition and mineral composition of Portland cement of the domestic company applied to the present invention are shown in [Table 5] and [Table 6], respectively.
On the other hand, Portland cement can be replaced by fly ash cement.
And alumina cement uses alumina cement containing 45 ~ 55% of alumina component. It mainly uses domestic company products with alumina content of 50% or more, and chemical composition and mineral composition of alumina cement Are shown in [Table 5] and [Table 6], respectively.
On the other hand, alumina cement belongs to alumina limestone cement as alumina-rich cement, and as shown in Table 5 and Table 6, the composition range of alumina cement is quite wide, Since the curing agent of alumina cement does not release the alkali unlike the silicate cement, the anticorrosive protection power of the reinforcing bar can not be expected, so that it is applied to the road packaging not containing reinforcing bars, and it is eco-friendly.
The chemical composition for anhydrous gypsum is shown in Table 7.
On the other hand, anhydrous gypsum is an orthorhombic mineral called gypsum, which is obtained by baking a calcium sulfate salt having no crystal number and a crystal gypsum at a high temperature of 500 ° C. or higher. In an appropriate combination with alumina cement, High strength and no shrinkage property.
In addition, the composition of the loess road roadway packaging material includes a admixture such as a water reducing agent (preferably using a high performance water reducing agent), a defoaming agent, a retarding agent and a separation preventing agent, and the characteristics and blending amount of each admixture (1 to 5 parts by weight of baked loess or calcined clay The amount of each admixture to be added) is shown in Table 8. [Table 8]
Admixture
characteristic
(Parts by weight based on 1 to 5 weight parts of calcined yellow loess or calcined clay)
40 to 60 parts by weight of aggregate, 20 to 40 parts by weight of zeolite, 7 to 21 parts by weight of Portland cement or flyash cement, 3 to 7 parts by weight of alumina cement, 1 to 5 parts by weight of anhydrous gypsum or calcined clay, 3 to 7 parts by weight of a water reducing agent, 0.05 parts by weight of a water reducing agent, 0.1 parts by weight of a defoaming agent, 0.11 part by weight of a retarding agent and 0.005 parts by weight of a detackifying agent.
In order to test the characteristics of such a loess pavement composition, nine examples were made for the remaining combinations except for the admixture (water reducing agent, antifoaming agent, retarding agent, anti-segregation agent), and according to these examples, alumina cement and anhydrous gypsum The compression ratios and the expansion changes (length changes) were measured according to the compounding ratios. The blending ratios according to each of the nine examples are shown in [Table 9] and [Table 10]. For 100 parts by weight of the composition according to each example And 16 parts by weight of water to prepare a packaging material for experiments.
The compressive strength and the rate of change of length of the packaging material for experiment according to the above-mentioned nine examples were tested. First, the compressive strength of the packing material for the experiment was examined. The specimens prepared according to each example were 50 mm x 50 mm x The specimens were cured in a constant-temperature water bath after demineralization after 1 day's humidity curing. The compressive strength test was carried out for 1 day after the specimen was manufactured according to the KS standard (KS L 5105: 2007 compressive strength test method of hardened cement mortar) , 3 days, 7 days, and 28 days, and the compressive strength results according to each example are shown in Table 11 below.
As shown in Table 11, the compressive strength at the initial age was high when the anhydrous gypsum content was higher than the alumina cement content, and the highest was 29 MPa in the road packing material specimens according to Examples 1 and 4 . The compressive strength after 1 day was higher as the anhydrous gypsum ratio was increased. However, the test specimens according to Example 1 were excluded from the compressive strength test because the expansion crack occurred after 1 day of age.
Compressive strengths of 21 MPa or more, which is the quality standard for construction materials for bicycle roads and parking lots, were shown on the 1st day of the year in all formulation examples. Examples 2, 3, 4, 5, The experimental packings according to Examples 6, 7 and 7 showed excellent compressive strength of 40 MPa or more.
Next, in order to grasp the non-shrinkage characteristics, it is required to perform the expansion rate test in the KS standard. However, since the shrinkage characteristics are difficult to understand by the expansion rate test, The length change ratio was substituted for this, and the length of the test specimen was 25 mm x 20 mm as specified in KS L 5107 (Cement Autoclave Expansion Test Method) as the experimental road packing material according to the nine examples described in [Table 9] and [Table 10] The sample was cured at 25 ℃ × 285㎜ size for 1 day after demoulding the specimens and cured at constant temperature and humidity condition (
[Image 01]
As shown in the above image [01], in the case of the example in which anhydrous gypsum is mixed with more than half of the alumina cement, although the phenomenon of gradual shrinkage after the expansion progresses in the early stage appears, It can be seen that the initial expansion can occur when the anhydrite content is higher than that of the alumina cement (at least 50%) under the standard conditions of the test.
In addition, [Image 01] shows that the rate of change of length varies greatly from 8 to 8 days in all formulations, but the change width decreases significantly after 8 days of age. This is due to the fact that etrinzite (anhydrous gypsum) And the shrinkage of shrinkage occurred mostly within 8 days of age.
The maximum length change rate of the packing material specimens for experimental use according to Example 1 in which the expansion cracks occurred at the 2nd day of the aging was about 0.1% in the compressive strength test specimens. In the case of the experimental packing material specimen according to Example 1, Cracking occurred in the cured compressive strength specimens. However, since expansion cracks did not occur in the specimens with varying lengths, it was expected that the amount of expansion during water curing would be larger. Therefore, in practice, the cement of portland cement, alumina cement, The packing material specimen for experiment according to Example 3 exhibits no shrinkage, that is, it shrinks after the initial expansion, so that the length becomes the origin I can confirm that I will return.
Therefore, it is difficult to secure a sufficient working time without addition of a retarding agent because of the blending characteristics. Therefore, in order to secure more than 60 minutes of KS standard, a retarding agent is added to all formulations, In addition, in order to improve the properties of the road pavement material, admixtures such as a water reducing agent (preferably using a high-performance water reducing agent), an antifoaming agent, and an anti-segregation agent are further included.
For reference, the reason that the higher the alumina cement ratio is, the later the termination occurs, the hydration reaction of the alumina cement is made by the following reaction formula.
3CA + 12H 2 O → (CAH 10 , C 2 AH 8 , C 4 AH 13 ) → C 3 AH 6 + 4Al (OH) 3
In the above equation, CaO is needed more than Al 2 O 3 for the initial hydrate, so the content of anhydrous gypsum (CaSO 4 ) decreases as the ratio of alumina cement increases. Therefore, the supply of CaO is decreased and the reaction of alumina cement is relatively active It is considered that the termination is delayed.
Such a loess road pavement composition is applied to a walkway, a walkway, a bicycle road, a village road, a parking lot, etc., and a road pavement method using the loess road pavement composition will be described with reference to the flow chart of FIG. 1 and the cross- First, the step of arranging the installation site and the auxiliary layer forming step (S1) is a step of arranging the pavement for road pavement and forming an auxiliary base layer by a usual method and compiling the pavement according to the design specification of the road pavement. After the arrangement and vowing, the
For the reference, the
Subsequently, in the lower surface layer forming step (S2), a road surface packaging material in which water is mixed with the above-mentioned yellow laver pavement composition is placed on the auxiliary substrate layer (20) to form a lower surface layer (30) Water is mixed and agitated in the packaging composition to pour the road pavement material having a slump value of about 8 into the
Next, in the upper surface layer forming step (S3), a road surface packaging material in which water is mixed with the above-described yellow clay pavement composition is placed on the formed
Finally, the curing step S4 is a step of curing the road-packed road in a usual manner. When moisture evaporation is blocked by covering the upper part of the
The road completed by the road pavement method is environmentally friendly, has excellent durability and strength, and has no shrink property due to the loess road pavement composition.
In other words, it is possible to adsorb moisture control function and contaminants in the porous spaces of the calcined loess and zeolite contained in the packaging composition of the loess soil used in the road pavement, while securing the permeability coefficient and releasing the far- , It is beneficial to the human body. It utilizes plasticized loess and zeolite to increase the adsorption power of unsaturated hydrocarbons, polar substances and other harmful substances, and improves the durability of the packaging material by preventing the deterioration of the packaging material by increasing the water effect of the road packaging material. It provides a pavement of ocher or various colors and harmonizes with nature and provides quick-setting, high-strength, shrink-proof roadway packaging.
10: Barrier 20:
30: lower surface layer 40: upper surface layer
Claims (3)
A road pavement packaging composition having no shrinkage property, characterized in that the road pavement material mixed with water in the pavement pavement composition is used for road pavement, is environment-friendly, has excellent durability and strength, and has no shrinkage property.
The particle size of the aggregate,
Passed through 90 to 100% in a 13 mm sieve, passed 15% in a 5 mm sieve, passed 5% in a 2.5 mm sieve,
The particle size of the zeolite,
Passed through 90 to 100% of 10 mm sieve, passed 70 to 80% of 5 mm sieve and remained in 0.08 mm sieve,
Wherein the alumina cement has an alumina content of 45 to 55%.
A loess pavement packaging composition according to claim 1 or 2;
(S1) of arranging the papers to be paved and forming an auxiliary base layer in a usual manner and compiling the pavilion;
A lower surface layer forming step (S2) of forming a lower surface layer by laying a road wrapping material in which water is mixed in the loess pavement composition with a thickness of 50 to 150 mm on the formed auxiliary layer;
The upper surface layer is formed by laying a road pavement material mixed with water in the above-mentioned loess pavement composition composition in a thickness of 50 to 100 mm on the lower surface layer formed above. The upper surface layer is increased from both edges to the central part, An upper surface layer forming step S3 forming a surface layer;
The road pavement is completed in the curing step (S4) for curing the road-packed road in a usual manner,
A road pavement method using an ocher road pavement composition having no shrink property, characterized in that the road packaged with the pavement composition of an ocher road is environmentally friendly, has excellent durability and strength, and has no shrinkage property.
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| KR1020130029813A KR20140115119A (en) | 2013-03-20 | 2013-03-20 | the pavement composition with non-shrinkage for soil road and the construction method for road paving therewith |
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| KR1020130029813A KR20140115119A (en) | 2013-03-20 | 2013-03-20 | the pavement composition with non-shrinkage for soil road and the construction method for road paving therewith |
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| KR20140115119A true KR20140115119A (en) | 2014-09-30 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101640810B1 (en) * | 2016-03-29 | 2016-07-20 | 반윤명 | Paving Material Composition comprising Yellow Soil having improved strength and Paving Method using it |
| KR101682972B1 (en) * | 2015-06-04 | 2016-12-20 | 이재형 | Loess road and its construction method using a rope |
| GB2544656A (en) * | 2015-11-20 | 2017-05-24 | Heriot-Watt Univ | Construction unit |
| KR20200144993A (en) * | 2019-06-20 | 2020-12-30 | 박인전 | Environmentally Friendly Floor Structure and Its Construction Method |
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2013
- 2013-03-20 KR KR1020130029813A patent/KR20140115119A/en active IP Right Grant
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101682972B1 (en) * | 2015-06-04 | 2016-12-20 | 이재형 | Loess road and its construction method using a rope |
| GB2544656A (en) * | 2015-11-20 | 2017-05-24 | Heriot-Watt Univ | Construction unit |
| WO2017085510A1 (en) * | 2015-11-20 | 2017-05-26 | Heriot-Watt University | Construction units in form of bricks, blocks or tiles made from recyclable materials and by-products, method of making the construction units and their use |
| GB2544656B (en) * | 2015-11-20 | 2019-01-09 | Univ Heriot Watt | Construction unit |
| US20190337854A1 (en) * | 2015-11-20 | 2019-11-07 | Heriot-Watt University | Construction units in form of bricks, blocks or tiles made from recyclable materials and by-products, methods of making the construction units and their use |
| US10669205B2 (en) | 2015-11-20 | 2020-06-02 | Heriot-Watt University | Construction units in form of bricks, blocks or tiles made from recyclable materials and by-products, methods of making the construction units and their use |
| KR101640810B1 (en) * | 2016-03-29 | 2016-07-20 | 반윤명 | Paving Material Composition comprising Yellow Soil having improved strength and Paving Method using it |
| KR20200144993A (en) * | 2019-06-20 | 2020-12-30 | 박인전 | Environmentally Friendly Floor Structure and Its Construction Method |
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