WO2014163216A1 - Method for paving environmentally-friendly road - Google Patents

Method for paving environmentally-friendly road Download PDF

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Publication number
WO2014163216A1
WO2014163216A1 PCT/KR2013/002709 KR2013002709W WO2014163216A1 WO 2014163216 A1 WO2014163216 A1 WO 2014163216A1 KR 2013002709 W KR2013002709 W KR 2013002709W WO 2014163216 A1 WO2014163216 A1 WO 2014163216A1
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Prior art keywords
soil
pavement
water
paving
room temperature
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PCT/KR2013/002709
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French (fr)
Korean (ko)
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이수형
이태형
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Lee Soo-Hyung
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Priority to PCT/KR2013/002709 priority Critical patent/WO2014163216A1/en
Publication of WO2014163216A1 publication Critical patent/WO2014163216A1/en

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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00Coherent pavings made in situ
    • E01C7/08Coherent pavings made in situ made of road-metal and binders
    • E01C7/18Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders
    • CCHEMISTRY; METALLURGY
    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09DCOATING COMPOSITIONS, e.g. PAINTS, VARNISHES OR LACQUERS; FILLING PASTES; CHEMICAL PAINT OR INK REMOVERS; INKS; CORRECTING FLUIDS; WOODSTAINS; PASTES OR SOLIDS FOR COLOURING OR PRINTING; USE OF MATERIALS THEREFOR
    • C09D195/00Coating compositions based on bituminous materials, e.g. asphalt, tar, pitch
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C3/00Foundations for pavings
    • E01C3/04Foundations produced by soil stabilisation

Definitions

  • the present invention relates to an environmentally friendly road pavement method, and more particularly, to form an environmentally friendly road by forming a soil pavement layer using soil, and forming a non-heated, room temperature asphalt layer on top of the soil pavement layer. .
  • road pavement is represented by asphalt or concrete pavement.
  • the soil-based method has long been used for the purpose of reinforcing soft grounds such as wetlands and insoluble land as a soil cement method.
  • Korean Patent Publication No. 1986-3321, Domestic Patent Publication 1992-6585, Domestic Patent Publication No. 1998-43021, Domestic Patent Publication No. 1999-014390, Domestic Patent Publication No. 2006-36403 Korean Patent Publication No. 2005-20307 and Korean Registered Patent No. 621963 have been proposed, but all of them contain more than 15% of solidified material such as cement, which can solve the problems of environmental and economical efficiency. There was no.
  • Korean Patent Publication No. 1996-41319 uses more than 10% of excessive cement, lime, and gypsum to promote the basicization of soil due to the high content of calcium oxide.
  • Korean Patent Publication No. 2005-32542 proposes a wet method using soil, but when soil is mixed with ready mixed concrete, material separation and strength decrease, and when a lot of water is added to the soil, bleeding during surface treatment There was a problem that the field application is impossible in the pavement using the soil, unless suppressing the generation of the latencies.
  • Patent No. 10-644245 Soil cement manufacturing equipped with an impeller equipped with a scraping blade The device was invented to enable uniform mixing of the soil, and by suggesting the "dry ocher soil packaging material and its construction method" of Patent No. 10-0775360 to ensure sufficient durability even if the amount of solidified fire is reduced.
  • an object of the present invention is to solve all the problems of the conventional soil paving method, by forming a soil pavement layer using the soil, by forming a thin room temperature asphalt layer on top of the soil pavement layer, the soil It is to provide an environmentally friendly road paving method while eliminating durability, surface abrasion, and surface slippage which are problems of the pavement layer.
  • Environmentally friendly road paving method of the present invention for achieving the above object is to prepare a soil pavement material of the soil, cement and inorganic additives, and mixing the water, and to install the soil pavement material mixed with the water, and Compacting the installed soil pavement, and wrapping the room temperature asphalt in a thin layer on top of the soil pavement, the inorganic additive is characterized in that consisting of alkali metal or earth metal.
  • the prepared soil packaging material is prepared by mixing the cement and inorganic additives after the enzyme solution to the soil, the enzyme solution is characterized in that it comprises a saccharide, a surfactant and water.
  • the crack induction line is characterized in that to form a depth of 1/3 to 2/3 of the total thickness of the compacted soil pavement.
  • the thickness of the room temperature asphalt laid in the thin layer is characterized in that 6 ⁇ 12mm.
  • Mixing and spraying the inorganic additives with water in the compacted soil packaging material is characterized in that it further comprises.
  • the present invention by paving the road using soil and surface treatment with room temperature asphalt without heating, it improves abrasion resistance of the pavement surface, while having a lifespan comparable to asphalt or concrete, it is 30% or more than conventional road paving. Provides useful effects such as reducing construction costs.
  • the amount of cement can be greatly reduced and excellent strength can be expressed, and the air can be shortened by installing room temperature asphalt directly on the soil pavement without curing the soil pavement. .
  • FIG. 1 is a process diagram of an environmentally friendly road paving method according to the present invention.
  • the eco-friendly road paving method of the present invention is based on the patent registration No. 10-0775360, which is the prior patent of the present inventors, and the basic soil paving method follows the method of the prior patent.
  • Eco-friendly road paving method of the present invention comprises the step of mixing water in the soil pavement of the soil, cement and inorganic additives (S1), the step of laying the soil pavement mixed with the water (S2), and the paved soil pavement Step (S3) and the step of forming a crack induction line in the compacted soil packaging material (S4), and mixing the inorganic additives and water in the compacted soil packaging material (S5) and the soil It comprises a step (S6) of wrapping the room temperature asphalt in a thin layer on top of the pavement.
  • the soil packaging material is laid (S2).
  • the installation thickness is preferably 7 to 20 cm according to the use, and in the case of the installation of 20 cm or more, it is preferable to use the earthen paving crusher which is made at the same time since the compaction is made at the bottom.
  • the soil pavement material will have the same characteristics as general soil before compaction curing, and the installation of the pavement material does not have a high water content, so the mechanized pavement by Hunisha is ideal for rapid installation to prevent surface drying before compaction. Of course it is also possible.
  • the compaction method is completely distracted during the mixing process, so if pressure is applied to the Laura without weight reduction, cracks are formed laterally in the forward direction of the Laura, so as to reduce the optimum of the installed packaging material. It is desirable to reduce the optimum by utilizing the function of tempering and vibration, to make a first compaction with a small roller, then complete the compaction with a tire roller, and finish with a compaction to eliminate tire marks with the final step.
  • the number of compaction may be adjusted according to the final water content in the nature of the soil, so that the compaction to the extent that the water does not rise due to excessive compaction.
  • the present invention is to form a crack induction wire to cope with dry shrinkage due to curing by maintaining the durability of high strength.
  • the crack guide line is formed by cutting along the width direction of the road to a depth of 1/3 to 2/3 of the total thickness of the compacted soil pavement.
  • the crack induction line (S4) After forming the crack induction line (S4), in order to increase the adhesion between the compacted soil pavement and room temperature asphalt to be installed on the top, by mixing the mineral additives used in the soil pavement prior to the compacted soil pavement with water Injection (S5).
  • the mixing ratio of the inorganic additive and water is not limited, but the ratio is preferably 1:50 to 200, and the spraying amount is not limited, but the inorganic additive (before mixing with water) is about 1 to 10g per 1m2. This is preferred.
  • the room temperature asphalt refers to a method of emulsifying the asphalt to mix the modifier material and to harden by evaporating moisture at room temperature.
  • the room temperature asphalt is a mixture of aggregate and stone powder having a particle size of 6 to 8 mm at room temperature asphalt Since the mixture does not denature or fall off even when mixed with, the aggregate, stone powder, etc. are mixed as needed to be constructed with room temperature asphalt concrete.
  • the mixing ratio of the room temperature asphalt concrete is in accordance with the conventional mixing ratio.
  • the type of room temperature asphalt is not limited, and any known material may be used as long as it is known in the art.
  • the thickness of the room temperature asphalt paved with the thin layer is preferably 6 ⁇ 16mm bar, if the thickness is less than 6mm is too thin to reduce the effect of the surface treatment, if it exceeds 16mm excess room temperature asphalt takes environmentally friendly This is because it is against the purpose of pavement.
  • the conventional soil paving method was required to cover with vinyl and prevent moisture evaporation for a certain time, that is, curing in order to prevent moisture evaporation, in the present invention, after laying and compacting the soil pavement, without a separate curing process as it is a thin layer
  • curing in order to prevent moisture evaporation in the present invention, after laying and compacting the soil pavement, without a separate curing process as it is a thin layer
  • the apparatus used for the manufacture of the soil pavement described below preferably uses the "apparatus for producing a cement cement equipped with an impeller with a scraping blade" of the inventor's pre-registered patent No. 10-644245. It is not necessarily limited to the premise of homogeneity.
  • the soil and cement are ground and mixed. This is because the soil containing fine particles absorbs water and is agglomerated, so if water is added to the initial stage, evenly crushing and mixing does not cause overloading of the equipment. It will be committed.
  • the inorganic additive is added thereto in the form of an aqueous solution.
  • the inorganic additive aqueous solution is not limited to the concentration, it is designed to match the injection amount of the pump to the proportion of cement.
  • the reason for making the inorganic additive in an aqueous solution state is that mixing is not easy in mixing a small amount of additives in a large amount of soil to make it evenly mixed by making an aqueous solution and increasing its volume.
  • water is added and mixed in the final step, but when the inorganic additive and water are mixed and mixed with the mixture of soil and cement, the pupil phenomenon due to the high speed rotation does not occur.
  • Mixing should be carried out at high speed in the range of RPM 150 ⁇ 200, and the aqueous solution of mineral additives or the administration of water should be supplied by high pressure injection, not water stream.
  • the amount of the water is determined according to the water content of the soil, and it is sufficient that the aqueous solution and the water are added to finally hold together the soil by hand. That is, instead of manufacturing a wet packaging material as in the related art, packaging is possible with a minimum amount of water, and an amount of water is properly adjusted according to an optimum function ratio.
  • the soil is not limited to the kind, it is preferable to use the soil passed through the 20mm sieve.
  • the cement is used as a solidified material, but can be used both single cement and mixed cement, most preferably use a general portland cement that can be easily purchased and used in the vicinity.
  • the inorganic additive serves to maximize the performance of the cement by improving the soil, by maximizing the performance of the cement so that the sufficient strength can be expressed even if the content of the cement to 10% by weight or less.
  • the inorganic additive lowers the charge of the adsorbed water by lowering the charge of the adsorbed water due to ion exchange of humic proton dissolved in metal ions such as sodium lignin sulfonate, magnesium lignin sulfonate, aluminum sulfate, and adsorbed water that is strongly charged to soil particles. It is hydrophobic, and soil is rapidly becoming granulated, and soil quality is improved by sanding of clay.
  • the inorganic additive is composed of an alkali metal or an earth metal, more preferably 4 to 6% by weight of aluminum sulfate, 4 to 6% by weight of sodium lignin sulfonate, 7 to 9% by weight of lignin sulfonate, and 0.5 to 2% by weight of sodium triphosphate %, 18-23 wt% potassium chloride, 10-13 wt% calcium chloride, 21-28 wt% magnesium chloride, 27-35 wt% sodium chloride, 0.01-0.06 wt% calcium carbonate and 0.3-0.6 wt% aqueous ammonia at 3% concentration Including, the inorganic additive is well known in the Patent No. 10-0775360 invented by the applicant, the detailed description thereof will be omitted.
  • the mixing ratio of the soil, cement and inorganic additives is preferably 89.5 to 98.45% by weight of soil, 1.5 to 10% by weight of cement and 0.05 to 0.5% by weight of inorganic additives, but is not necessarily limited thereto.
  • the enzyme solution in the soil in order to reduce the amount of cement used in the high price of industrial products such as Africa, or to express more excellent strength.
  • the enzyme solution may contribute to the improvement of the strength of the soil pavement by aligning the incorrect arrangement of soil particles by generating moisture balance and moisturizing effect between the soil particles, and reducing the voids between the soil particles through the arrangement. If the enzyme solution is used in the soil, it can save more than 20% of solidified fire, which brings about 10% strength enhancement effect.
  • the enzyme solution is used to mix water and oil saccharides, surfactants lubricating between the soil particles, and water in a weight ratio of 2: 4: 4, the amount is based on 100 parts by weight of the soil It is added in the range of 0.01 to 10 parts by weight, and the cement and mineral additives are mixed in the soil into which the enzyme solution is added.
  • the type of the surfactant is not limited, and all conventionally known soil surfactants may be used.
  • the present invention has a problem of forming an auxiliary base layer on a roadbed and packing ascons of several layers such as a base layer (thickness about 30 cm), an intermediate layer (thickness about 7.5 cm), and a surface layer (thickness about 5 cm). Due to the large amount of aggregate and sand is required, the natural environment is damaged, and due to the nature of the asphalt, high temperature heating is required at 180 ° C., thus preventing the inevitable generation of carbon dioxide and solving the problem of high cost.
  • the present invention solidifies the soil of the subgrade or imported soil to form a soil pavement layer (thickness 10 ⁇ 20cm) without a separate auxiliary layer, and surface treatment with room temperature asphalt (thickness 6 ⁇ 16mm) without applying heat
  • a soil pavement layer thinness 10 ⁇ 20cm
  • surface treatment with room temperature asphalt thinness 6 ⁇ 16mm
  • it can have a lifespan comparable to asphalt or concrete without compromising the natural environment, can dramatically reduce the amount of carbon dioxide generated, and can save 30% more construction cost than the existing pavement. Will be.
  • the enzyme solution prepared by mixing 400 g of saccharide 200 g and 400 g of water was added to 100 kg of soil.
  • a test specimen was prepared by mixing 10 kg of cement and 0.5 kg of an inorganic additive.
  • the inorganic additives include aluminum sulfate 50g, sodium lignin sulfonate 50g, magnesium lignin sulfonate 70g, sodium tripolyphosphate 10g, potassium chloride 180g, calcium chloride 110g, magnesium chloride 230g, sodium chloride 290g, calcium carbonate 0.5g and 5g ammonia water 5g. Used by mixing. (Respon 3 (Product Name) was used as the surfactant.)
  • a test specimen was prepared by mixing 10 kg of cement and 0.5 kg of an inorganic additive to 100 kg of soil.
  • the inorganic additive was used in the same manner as in Example 1.
  • a test specimen was prepared by mixing 10 kg of cement with 100 kg of soil.
  • Example 1 shows a higher strength than Example 2 compared to Example 2 compared to the comparative example.
  • the present invention is to solve the problems of the conventional soil paving method, by forming a soil pavement layer using the soil, by forming a thin room temperature asphalt layer on top of the soil pavement layer, soil pavement layer It can be used industrially because it can provide an environmentally friendly road paving method while eliminating the problems of durability, surface abrasion, surface slippage, and the like.

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  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
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Abstract

The present invention relates to a method for paving an environmentally-friendly road and, more specifically, to a method for constructing an environmentally-friendly road by forming a soil pavement layer using soil and forming a thin asphalt layer at room temperature on the upper part of the soil pavement layer. The method for paving an environmentally-friendly road, according to the present invention, comprises the steps of: injecting an enzyme liquid into soil, mixing cement and mineral supplements so as to prepare a soil packing material, and mixing the soil packing material with water; laying the soil packing material mixed with water; compacting the laid soil packing material; and paving a thin layer of asphalt at room temperature on the upper part of the soil packing material, wherein the mineral supplements include aluminum sulfate, sodium lignin sulfonic acid, magnesium lignin sulfonic acid, sodium tripolyphosphoric acid, potassium chloride, calcium chloride, magnesium chloride, sodium chloride, calcium carbonate, and ammonia water.

Description

친환경 도로 포장방법Eco-friendly pavement method
본 발명은 친환경 도로 포장방법에 관한 것으로, 더욱 상세하게는 흙을 이용하여 흙 포장층을 형성하고 상기 흙 포장층의 상부에 박층의 가열하지 않은 상온 아스팔트층을 형성하여 친환경적인 도로를 건설하는 것이다.The present invention relates to an environmentally friendly road pavement method, and more particularly, to form an environmentally friendly road by forming a soil pavement layer using soil, and forming a non-heated, room temperature asphalt layer on top of the soil pavement layer. .
일반적으로 도로포장이라 함은 아스팔트나 콘크리트 포장도로로 대변되었다.In general, road pavement is represented by asphalt or concrete pavement.
그러나 상기 아스팔트 포장도로나 콘크리트 포장도로는 주재료인 모래나 골재를 생산하기 위하여 필연적으로 자연환경을 훼손해야 하는 문제가 뒤 따랐고, 원유를 정제하거나 시멘트를 생산할 수 없는 후진국에서는 높은 원자재 가격으로 인하여 아스팔트나 콘크리트로 도로를 포장하는 데에 많은 어려움이 있었다.However, the asphalt pavement or concrete pavement has inevitably damaged the natural environment in order to produce sand or aggregate, which is the main material, and in developed countries that cannot refine crude oil or produce cement, There were many difficulties in paving the road with concrete.
상기한 아스팔트나 콘크리트 포장도로를 대체하기 위하여 흙을 활용하는 공법이 부각되었다. 상기 흙을 활용하는 공법은 오래전부터 소일시멘트 공법으로 습지나 불용지 등의 연약한 지반을 강화하는 목적으로 사용되어 왔다.In order to replace the asphalt or concrete pavement described above, a method using soil is highlighted. The soil-based method has long been used for the purpose of reinforcing soft grounds such as wetlands and insoluble land as a soil cement method.
그러나 흙을 표층포장용으로 활용하기 위해서는 고른 혼합이 전제되어야 하는 바, 모래나 골재와 달리 미세한 미립자를 내포함으로 수분을 흡수하여 뭉쳐지는 흙의 특성상 균질한 혼합이 용이하지 않아, 혼합이 용이한 모래와 유사한 미사토 등의 특정한 토사만을 사용하게 되었다. 또한 비표면적의 증대로 인하여 상대적인 고화재의 부족 현상이 나타나며, 흡수성이 강해 지표수를 함유하게 되어 각종 부식물에서 용출된 유기질 물질에 의하여 시멘트의 기능이 저하됨으로 내구성과 내동한성이 취약한 문제점이 있었다.However, in order to utilize the soil for surface packaging, evenly mixing must be premised. Unlike sand or aggregate, it is not easy to mix homogeneously due to the nature of the soil that absorbs moisture as it contains fine particles. Only certain soils, such as Misato, are used. In addition, due to the increase of the specific surface area, a relatively shortage of solidified materials appears, and the absorbency is so strong that the surface water is contained, the function of the cement is deteriorated by the organic material eluted from various corrosives, there was a problem that the durability and cold resistance is weak.
그리고 흙을 고화하기 위해서는 기본적으로 시멘트나 석회를 첨가하고 물을 첨가함으로써 수화반응에 의한 경화의 원리를 기초로 하는 데, 일반 토사가 모래와 달리 강도발현 등의 내구성에 문제가 발생하는 것은 흙이 가지는 미립자를 내포한 흙의 특성으로 인한 것이었다. 따라서 흙의 고화를 돕기 위해 시멘트, 석회, 석고 등의 고화재의 함량을 늘려야 하는 바, 종래에는 시멘트의 함량을 낮추기 위해 단순히 시멘트의 함량을 낮추고 석회, 석고 등의 함량을 높임으로써 환경성, 경제성 등의 문제점이 발생되었다.In order to solidify the soil, it is basically based on the principle of hardening by hydration reaction by adding cement or lime and adding water. Unlike ordinary sand, soil has problems in durability such as strength expression. Eggplants were due to the nature of the soil containing particulates. Therefore, it is necessary to increase the content of solidified materials such as cement, lime, and gypsum in order to help solidify the soil. Conventionally, to lower the content of cement, simply lower the content of cement and increase the content of lime, gypsum, etc. A problem has occurred.
상기한 문제점을 해결하기 위하여 국내 특허공개 제1986-3321호, 국내 특허공개 1992-6585호, 국내 특허공개 제1998-43021호, 국내 특허공개 제1999-014390호, 국내 특허공개 제2006-36403호, 국내 특허공개 제2005-20307호, 국내 등록특허 제621963호 등이 제안되어 왔으나, 모두 시멘트 등의 고화재 함량이 15% 이상으로 고화재의 함량이 과다하여 환경성, 경제성 등의 문제점을 해결할 수 없었다.In order to solve the above problems, Korean Patent Publication No. 1986-3321, Domestic Patent Publication 1992-6585, Domestic Patent Publication No. 1998-43021, Domestic Patent Publication No. 1999-014390, Domestic Patent Publication No. 2006-36403 Korean Patent Publication No. 2005-20307 and Korean Registered Patent No. 621963 have been proposed, but all of them contain more than 15% of solidified material such as cement, which can solve the problems of environmental and economical efficiency. There was no.
또한 국내 특허공개 제2004-69521호는 고화재의 함량을 8% 정도로 낮추었지만 압축강도가 75kg/㎠ 정도로 강도가 낮아 효용성이 떨어지는 문제점이 있었다.In addition, the Korean Patent Publication No. 2004-69521 lowered the content of the solidified material to about 8%, but there was a problem in that the utility strength was low due to the low compressive strength of about 75kg / cm 2.
그리고 국내 특허공개 제1996-41319호는 10% 이상의 과다한 시멘트나 석회, 석고를 사용함으로 산화칼슘의 함량이 높아 토양의 염기성화가 촉진되었다. 또한 국내 특허공개 제2005-32542호는 흙을 이용한 습식공법을 제안하고 있으나, 이는 레미콘에 흙이 섞이면 재료분리와 강도저하가 나타나게 되고, 흙에 많은 물을 첨가할 경우 진동다짐으로 표면처리시 블리딩에 의한 레이턴스의 생성을 억제하지 않는 이상 흙을 활용한 포장에서 현장적용이 불가능한 문제점이 있었다.In addition, Korean Patent Publication No. 1996-41319 uses more than 10% of excessive cement, lime, and gypsum to promote the basicization of soil due to the high content of calcium oxide. In addition, Korean Patent Publication No. 2005-32542 proposes a wet method using soil, but when soil is mixed with ready mixed concrete, material separation and strength decrease, and when a lot of water is added to the soil, bleeding during surface treatment There was a problem that the field application is impossible in the pavement using the soil, unless suppressing the generation of the latencies.
따라서 본 발명자는 상기 문제점들 중 수분을 흡수하여 뭉쳐지는 흙의 특성상 균질한 혼합이 용이하지 않은 문제점을 해결하기 위하여, 등록특허 제10-644245호의 "긁게날이 구비된 임펠러를 장착한 소일시멘트 제조장치"를 발명하여 흙의 균일한한 혼합이 가능하도록 하였으며, 등록특허 제10-0775360호의 "건식 황토흙 포장재 및 그 시공방법"을 제안함으로써 고화재의 사용량을 줄이더라도 충분한 내구성이 확보되도록 하였다.Therefore, the inventors of the present invention to solve the problem that the homogeneous mixing is not easy due to the nature of the soil to absorb the moisture of the above problems, Patent No. 10-644245 "Soil cement manufacturing equipped with an impeller equipped with a scraping blade The device was invented to enable uniform mixing of the soil, and by suggesting the "dry ocher soil packaging material and its construction method" of Patent No. 10-0775360 to ensure sufficient durability even if the amount of solidified fire is reduced.
그러나 본 발명자가 개발한 건식 황토흙 포장재를 표층포장에 적용하더라도 흙 포장층의 표면마모 및 미끄러움 등으로 인해 주도로의 포장으로 발전하는 데 제약이 있었다.However, even when the dry ocher soil packaging material developed by the present inventors is applied to the surface pavement, there is a limitation in developing the pavement of the main road due to the surface wear and slippage of the soil pavement layer.
따라서 본 발명의 목적은 상기 종래의 흙 포장방법이 갖는 제반 문제점들을 해소하기 위한 것으로, 흙을 이용하여 흙 포장층을 형성하고, 상기 흙 포장층의 상부에 박층의 상온 아스팔트층을 형성함으로써, 흙 포장층의 제반문제점인 내구성, 표면마모, 표면 미끄러움 현상 등을 해소하면서도 친환경적인 도로 포장방법을 제공하는 것이다.Therefore, an object of the present invention is to solve all the problems of the conventional soil paving method, by forming a soil pavement layer using the soil, by forming a thin room temperature asphalt layer on top of the soil pavement layer, the soil It is to provide an environmentally friendly road paving method while eliminating durability, surface abrasion, and surface slippage which are problems of the pavement layer.
또한 흙 포장재에 효소액과 무기질 첨가제를 사용함으로써, 흙 포장층의 강도를 더욱 우수하게 발현하면서도 시멘트의 사용량을 대폭 줄일 수 있도록 하는 것이다.In addition, by using the enzyme solution and inorganic additives in the soil pavement, it is possible to significantly reduce the amount of cement while expressing the strength of the soil pavement layer more excellent.
아울러, 흙 포장층의 상면에 무기질첨가제를 살포한 후 상온 아스팔트를 형성함으로써, 흙 포장층과 상온 아스팔트층이 우수한 접착력을 갖도록 하는 것이다.In addition, by spraying the inorganic additive on the upper surface of the soil pavement layer to form room temperature asphalt, so that the soil pavement layer and room temperature asphalt layer has excellent adhesion.
상기 목적을 달성하기 위한 본 발명의 친환경 도로 포장방법은 흙, 시멘트 및 무기질 첨가제로 되는 흙 포장재를 준비하고, 이에 물을 혼합하는 단계와, 상기 물이 혼합된 흙 포장재를 포설하는 단계와, 상기 포설된 흙 포장재를 다짐하는 단계와, 상기 흙 포장재의 상부에 상온 아스팔트를 박층으로 포장하는 단계를 포함하며, 상기 무기질 첨가제는 알카리금속이나 토금속으로 이루어지는 것을 특징으로 한다.Environmentally friendly road paving method of the present invention for achieving the above object is to prepare a soil pavement material of the soil, cement and inorganic additives, and mixing the water, and to install the soil pavement material mixed with the water, and Compacting the installed soil pavement, and wrapping the room temperature asphalt in a thin layer on top of the soil pavement, the inorganic additive is characterized in that consisting of alkali metal or earth metal.
또한 상기 준비된 흙 포장재는, 흙에 효소액을 투입한 후, 시멘트 및 무기질 첨가제를 혼합하여 준비되는 것이고, 상기 효소액은 사카라이드, 계면활성제 및 물을 포함하는 것을 특징으로 한다.In addition, the prepared soil packaging material is prepared by mixing the cement and inorganic additives after the enzyme solution to the soil, the enzyme solution is characterized in that it comprises a saccharide, a surfactant and water.
또한 상기 흙 포장재를 다짐하는 단계 후,In addition, after the step of compacting the soil packaging material,
상기 다짐된 흙 포장재에 크랙유도선을 형성하는 단계를 추가로 포함하는 것을 특징으로 한다.Characterized in that it further comprises the step of forming a crack guide line in the compacted soil pavement.
또한 상기 크랙유도선은 상기 다짐된 흙 포장재의 전체 두께 대비 1/3~2/3 깊이까지 형성하는 것을 특징으로 한다.In addition, the crack induction line is characterized in that to form a depth of 1/3 to 2/3 of the total thickness of the compacted soil pavement.
또한 상기 박층으로 포설된 상온 아스팔트의 두께는 6~12mm인 것을 특징으로 한다.In addition, the thickness of the room temperature asphalt laid in the thin layer is characterized in that 6 ~ 12mm.
또한 상기 상온 아스팔트를 박층으로 포설하는 단계 전,In addition, before the step of laying the room temperature asphalt in a thin layer,
상기 다짐된 흙 포장재에 상기 무기질 첨가제를 물과 혼합하여 분사하는 단계를 추가로 포함하는 것을 특징으로 한다.Mixing and spraying the inorganic additives with water in the compacted soil packaging material is characterized in that it further comprises.
본 발명에 따르면 흙을 활용하여 도로포장을 하고 열을 가하지 않은 상온아스팔트로 표면처리를 하여 포장면의 내마모성을 향상시킴으로써, 아스팔트나 콘크리트에 버금가는 수명을 가질 수 있으면서도 기존의 도로포장보다 30% 이상의 공사비를 절감시킬 수 있는 등의 유용한 효과를 제공한다.According to the present invention by paving the road using soil and surface treatment with room temperature asphalt without heating, it improves abrasion resistance of the pavement surface, while having a lifespan comparable to asphalt or concrete, it is 30% or more than conventional road paving. Provides useful effects such as reducing construction costs.
또한 모래나 골재를 활용한 아스팔트나 콘크리트를 흙 포장으로 대체하고, 흙 포장의 상부에 일반 아스팔트가 아닌 상온 아스팔트를 시공함으로써, 자연훼손을 최소화함은 물론, 자원 대체효과에 크게 기여할 수 있으며, 이산화탄소의 발생량을 획기적으로 줄일 수 있어, 저탄소 녹색성장을 실현할 수 있게 하며, 공사비가 저렴하여 아프리카 등 저개발 국가에서도 손쉽게 적용할 수 있도록 한다.In addition, by replacing asphalt or concrete using sand or aggregate with soil pavement, and by installing room temperature asphalt instead of ordinary asphalt on top of the soil pavement, it can minimize natural damage and contribute greatly to resource replacement effect. It can drastically reduce the generation of carbon dioxide, thereby realizing low carbon green growth, and it can be easily applied in underdeveloped countries such as Africa due to the low construction cost.
또한 흙 포장 시 효소액과 무기질 첨가제를 사용하여 시멘트의 사용량을 대폭 줄이면서도 우수한 강도를 발현할 수 있도록 하고, 흙 포장의 양생 없이 흙 포장면에 바로 상온 아스팔트를 시공함으로써, 공기를 짧게 할 수 있도록 한다.In addition, by using enzymatic liquid and inorganic additives in the soil pavement, the amount of cement can be greatly reduced and excellent strength can be expressed, and the air can be shortened by installing room temperature asphalt directly on the soil pavement without curing the soil pavement. .
도 1은 본 발명에 따른 친환경 도로 포장방법의 공정도.1 is a process diagram of an environmentally friendly road paving method according to the present invention.
이하 본 발명을 상세히 설명한다.Hereinafter, the present invention will be described in detail.
본 발명의 친환경 도로 포장방법은 본 발명자의 선행특허인 특허등록 제10-0775360호를 기초로 한 것으로 기본적인 흙 포장방법은 선행특허의 방법에 따른다.The eco-friendly road paving method of the present invention is based on the patent registration No. 10-0775360, which is the prior patent of the present inventors, and the basic soil paving method follows the method of the prior patent.
본 발명의 친환경 도로 포장방법은 흙, 시멘트 및 무기질 첨가제로 되는 흙 포장재에 물을 혼합하는 단계(S1)와, 상기 물이 혼합된 흙 포장재를 포설하는 단계(S2)와, 상기 포설된 흙 포장재를 다짐하는 단계(S3)와, 상기 다짐된 흙 포장재에 크랙유도선을 형성하는 단계(S4)와, 상기 다짐된 흙 포장재에 상기 무기질 첨가제를 물과 혼합하여 분사하는 단계(S5) 및 상기 흙 포장재의 상부에 상온 아스팔트를 박층으로 포장하는 단계(S6)를 포함하여 이루어진다. Eco-friendly road paving method of the present invention comprises the step of mixing water in the soil pavement of the soil, cement and inorganic additives (S1), the step of laying the soil pavement mixed with the water (S2), and the paved soil pavement Step (S3) and the step of forming a crack induction line in the compacted soil packaging material (S4), and mixing the inorganic additives and water in the compacted soil packaging material (S5) and the soil It comprises a step (S6) of wrapping the room temperature asphalt in a thin layer on top of the pavement.
먼저 흙, 시멘트 및 무기질 첨가제를 포함하는 흙 포장재를 준비하고, 상기 흙 포장재에 물을 혼합(S1)한다. 상기 흙은 노상토나 반입토를 사용한다. 상기 흙 포장재에 대한 구성은 하기에서 다시 한번 설명하도록 한다.First, prepare an earth packaging material containing soil, cement, and inorganic additives, and mix water with the earth packaging material (S1). The soil uses subgrade soil or imported soil. The configuration for the soil packaging material will be described again below.
상기와 같이 흙 포장재와 물의 혼합(S1)이 완료되면, 상기 흙 포장재를 포설(S2)한다. 상기 포설 두께는 용도에 따라 7∼20㎝로 하는 것이 바람직하며, 20㎝ 이상의 포설의 경우는 하부의 다짐이 이루어지지 않으므로 포설 다짐이 동시에 이루어지는 흙 포장전용 휘니샤를 활용하는 것이 바람직하다.When the mixing of the soil packaging material and water as described above (S1) is completed, the soil packaging material is laid (S2). The installation thickness is preferably 7 to 20 cm according to the use, and in the case of the installation of 20 cm or more, it is preferable to use the earthen paving crusher which is made at the same time since the compaction is made at the bottom.
상기 흙 포장재는 다짐 양생 전에는 일반토사와 같은 특성을 가지게 되는 것이며, 포설은 포장재의 함수비가 높지 않으므로 다짐 전 표면건조를 방지하기 위하여 신속한 포설을 위해 휘니샤에 의한 기계화 포장이 이상적이나 작업 여건상 인력 포설도 가능함은 물론이다.The soil pavement material will have the same characteristics as general soil before compaction curing, and the installation of the pavement material does not have a high water content, so the mechanized pavement by Hunisha is ideal for rapid installation to prevent surface drying before compaction. Of course it is also possible.
그리고 상기 포설이 완료(S2)되면, 상기 포설된 흙 포장재를 다짐(S3)한다. 상기 다짐방법은 혼합과정에서 완전히 흐트러진 상태이므로 최적을 줄이지 않은 상태에서 중량의 로라로 압을 가하면 로라의 전진방향에 횡으로 크랙이 형성됨으로 포설된 포장재의 최적을 줄이기 위하여, 기계화 포설시에는 장비의 템퍼와 진동의 기능을 활용하여 최적을 줄이고, 소형 로라로 1차 다짐을 한 후에 타이어 로라로 완전다짐을 하고 최종 단뎀으로 타이어자국을 없애는 다짐을 하여 마무리하는 것이 바람직하다. 상기 다짐횟수는 흙의 특성상 최종 함수비에 따라 조절이 가능하여 지나친 다짐으로 물이 차오르지 않을 정도로 다짐을 하면 무방하다.And when the installation is completed (S2), to compact the soil packaging material (S3). The compaction method is completely distracted during the mixing process, so if pressure is applied to the Laura without weight reduction, cracks are formed laterally in the forward direction of the Laura, so as to reduce the optimum of the installed packaging material. It is desirable to reduce the optimum by utilizing the function of tempering and vibration, to make a first compaction with a small roller, then complete the compaction with a tire roller, and finish with a compaction to eliminate tire marks with the final step. The number of compaction may be adjusted according to the final water content in the nature of the soil, so that the compaction to the extent that the water does not rise due to excessive compaction.
상기 다짐이 완료(S3)되면, 상기 다짐된 흙 포장재에 크랙유도선을 형성(S4)한다. 본 발명은 고강도의 내구성을 유지함으로 양생에 따른 건조수축에 대응하기 위하여 크랙유도선을 형성하는 것이다. When the compaction is completed (S3), a crack induction line is formed on the compacted soil pavement (S4). The present invention is to form a crack induction wire to cope with dry shrinkage due to curing by maintaining the durability of high strength.
상기 크랙유도선은 상기 다짐된 흙 포장재의 전체 두께 대비 1/3~2/3 깊이까지 도로의 폭 방향을 따라 절단하여 형성한다.The crack guide line is formed by cutting along the width direction of the road to a depth of 1/3 to 2/3 of the total thickness of the compacted soil pavement.
상기 크랙유도선을 형성(S4)한 후에는, 상기 다짐된 흙 포장재와 상부에 포설될 상온 아스팔트의 접착력을 높이기 위하여, 상기 다짐된 흙 포장재에 앞서 흙 포장재에 사용된 무기질 첨가제를 물과 혼합하여 분사(S5)한다. 이때 상기 무기질 첨가제와 물의 혼합비를 한정하지는 않으나, 1: 50~200 중량비 정도로 함이 바람직하며, 그 분사량 역시 제한하지는 않으나 1㎡의 면적당 무기질 첨가제(물과 혼합 전)가 1~10g 정도가 되도록 함이 바람직하다. After forming the crack induction line (S4), in order to increase the adhesion between the compacted soil pavement and room temperature asphalt to be installed on the top, by mixing the mineral additives used in the soil pavement prior to the compacted soil pavement with water Injection (S5). At this time, the mixing ratio of the inorganic additive and water is not limited, but the ratio is preferably 1:50 to 200, and the spraying amount is not limited, but the inorganic additive (before mixing with water) is about 1 to 10g per 1㎡. This is preferred.
상기 무기질 첨가제를 분사(S5)하지 않고, 흙 포장재의 상부에 그대로 산성의 상온 아스팔트를 시공하면, 흙 포장재 내로 상온 아스팔트의 침투가 잘 이루어지지 않고 흙 포장재의 표면에만 상온 아스팔트가 부착되어 빈번한 교통 통행시 포장의 박리현상이 생길 수 있게 된다. 이를 방지하기 위해 흙 포장층의 표면에 무기질 첨가제를 분사하여 흙 포장의 표면을 산성화시키면, 흙에서도 상온 아스팔트가 일반 아스팔트나 콘크리트와 같이 강한 접착상태를 유지할 수 있게 되는 것이다.When spraying the acidic room temperature asphalt on the soil pavement as it is without spraying the inorganic additive (S5), the normal temperature asphalt is not easily penetrated into the soil pavement, and the room temperature asphalt is attached only to the surface of the soil pavement, thereby frequently passing traffic. Peeling of the packaging may occur. In order to prevent this by spraying inorganic additives on the surface of the soil pavement layer to acidify the surface of the soil pavement, even at room temperature asphalt will be able to maintain a strong adhesive state like ordinary asphalt or concrete.
상기 무기질 첨가제의 분사(S5)가 완료되면, 상기 흙 포장재의 상부에 상온 아스팔트를 박층으로 포장(S6)한다. 여기서 상기 상온 아스팔트란 아스팔트를 유화하여 개질재를 혼합함으로써 상온에서 수분이 증발되어 단단하게 굳게 하는 방법을 말하는 것으로, 상기 상온 아스팔트는 6~8mm의 입도를 갖는 골재와 석분이 혼합된 혼합물을 상온 아스팔트와 혼합하여 시공하더라도 상기 혼합물이 변성되거나 탈락되지 않는 특성을 가지므로, 필요에 따라 골재, 석분 등을 혼합하여 상온 아스팔트 콘크리트로 시공한다. 상기 상온 아스팔트 콘크리트의 혼합비는 종래의 혼합비에 따른다.When the spraying of the inorganic additive (S5) is completed, the room temperature asphalt is paved in a thin layer on the top of the soil pavement (S6). Here, the room temperature asphalt refers to a method of emulsifying the asphalt to mix the modifier material and to harden by evaporating moisture at room temperature. The room temperature asphalt is a mixture of aggregate and stone powder having a particle size of 6 to 8 mm at room temperature asphalt Since the mixture does not denature or fall off even when mixed with, the aggregate, stone powder, etc. are mixed as needed to be constructed with room temperature asphalt concrete. The mixing ratio of the room temperature asphalt concrete is in accordance with the conventional mixing ratio.
본 발명에서는 상온 아스팔트의 종류를 제한하지 않는 것으로, 이 기술이 속하는 분야에서 공지된 것이라면 어떠한 것을 사용하더라도 무방하다.In the present invention, the type of room temperature asphalt is not limited, and any known material may be used as long as it is known in the art.
또한 상기 박층으로 포장된 상온 아스팔트의 두께는 6~16mm인 것이 바람직한 바, 상기 두께가 6mm 미만이 되면 너무 얇아 표면처리의 효과가 떨어지게 되고, 16mm를 초과하게 되면 과량의 상온 아스팔트가 소요되어 환경친화적인 도로 포장의 취지에 어긋나게 되기 때문이다.In addition, the thickness of the room temperature asphalt paved with the thin layer is preferably 6 ~ 16mm bar, if the thickness is less than 6mm is too thin to reduce the effect of the surface treatment, if it exceeds 16mm excess room temperature asphalt takes environmentally friendly This is because it is against the purpose of pavement.
여기서, 종래의 흙 포장공법은 수분증발을 방지하기 위하여 비닐로 덮고 일정기간 수분증발을 방지, 즉 양생하는 공정이 필요하였으나, 본 발명에서는 흙 포장의 포설, 다짐 후, 별도의 양생 공정 없이 그대로 박층의 상온 아스팔트 포장을 하는 것으로, 공기를 단축시킬 수 있는 것이다.Here, the conventional soil paving method was required to cover with vinyl and prevent moisture evaporation for a certain time, that is, curing in order to prevent moisture evaporation, in the present invention, after laying and compacting the soil pavement, without a separate curing process as it is a thin layer By paving asphalt at room temperature, it is possible to shorten the air.
그리고 상기 상온 아스팔트의 포장이 완료되면 3일간 양생 후, 도로를 개방하고, 28일간은 중차량의 통행을 차단함으로써, 도로 포장을 완료하는 것이다.When the paving of the room temperature asphalt is completed, after three days of curing, the road is opened, and the road is completed for 28 days by blocking the passage of heavy vehicles.
이하 본 발명에 따른 흙 포장재에 대해 설명한다. 하기의 흙 포장재의 제조에 사용되는 장치는 본 발명자의 선등록된 특허인 제10-644245호의 "긁게날이 구비된 임펠러를 장착한 소일시멘트 제조장치"를 이용하는 것이 바람직하나 고른 분쇄혼합으로 제품의 균질성을 전제로 이를 반드시 제한하는 것은 아니다.Hereinafter, the soil packaging material according to the present invention will be described. The apparatus used for the manufacture of the soil pavement described below preferably uses the "apparatus for producing a cement cement equipped with an impeller with a scraping blade" of the inventor's pre-registered patent No. 10-644245. It is not necessarily limited to the premise of homogeneity.
상기 흙 포장재의 준비는, 먼저 흙과 시멘트를 분쇄, 혼합한다. 이는 미세한 미립자를 내포하는 흙은 물을 흡수하여 뭉쳐지는 특성이 있으므로, 초기단계에 물을 투입하면 고른 분쇄, 혼합이 되지 않고 장비에 과부하가 됨으로, 흙 시멘트를 조기혼합한 후 무기질 첨가제 및 물을 투입하게 되는 것이다. In the preparation of the soil packaging material, first, the soil and cement are ground and mixed. This is because the soil containing fine particles absorbs water and is agglomerated, so if water is added to the initial stage, evenly crushing and mixing does not cause overloading of the equipment. It will be committed.
상기 흙과 시멘트의 조기혼합이 완료되면, 이에 무기질 첨가제를 투입하는데 상기 무기질 첨가제는 수용액의 형태로 투입한다. 상기 무기질 첨가제 수용액은 그 농도를 제한하지 않으며, 시멘트의 비율에 맞춘 펌프의 분사량에 맞게 설계하도록 한다. 상기 무기질 첨가제를 수용액 상태로 만드는 이유는 다량의 흙에 소량의 첨가제를 혼합함에 있어 그 혼합이 용이하지 않기 때문에 수용액 상태로 만들어 그 부피를 증가시킴으로써 고른 혼합이 용이하도록 하기 위함이다. 무기질 첨가제 수용액이 투입되어 혼합이 완료되면, 최종단계에서 물이 투입, 혼합되는 데, 상기 흙과 시멘트의 혼합물에 무기질 첨가제 및 물을 투입하여 혼합할 시에는 고속회전에 의한 동공현상이 발생되지 않는 범위인 RPM 150~200의 고속으로 혼합이 이루어져야 하며, 무기질 첨가제의 수용액이나 물의 투여는 물줄기가 아닌 고압분사에 의하여 정량이 공급되어야 한다.When the premature mixing of the soil and cement is completed, the inorganic additive is added thereto in the form of an aqueous solution. The inorganic additive aqueous solution is not limited to the concentration, it is designed to match the injection amount of the pump to the proportion of cement. The reason for making the inorganic additive in an aqueous solution state is that mixing is not easy in mixing a small amount of additives in a large amount of soil to make it evenly mixed by making an aqueous solution and increasing its volume. When the inorganic additive aqueous solution is added and mixing is completed, water is added and mixed in the final step, but when the inorganic additive and water are mixed and mixed with the mixture of soil and cement, the pupil phenomenon due to the high speed rotation does not occur. Mixing should be carried out at high speed in the range of RPM 150 ~ 200, and the aqueous solution of mineral additives or the administration of water should be supplied by high pressure injection, not water stream.
여기서 상기 물의 투입량은, 흙의 함수비에 따라 결정되는 데 수용액과 물이 투입되어 최종적으로 손으로 흙을 쥐어서 뭉칠 수 있을 정도면 충분하다. 즉 종래와 같이 습식 포장재를 제조하는 것이 아닌, 최소한의 물로서 포장이 가능하도록 하는 것으로, 최적함수비에 따라 적절히 물의 투입량을 조절하도록 하는 것이다.In this case, the amount of the water is determined according to the water content of the soil, and it is sufficient that the aqueous solution and the water are added to finally hold together the soil by hand. That is, instead of manufacturing a wet packaging material as in the related art, packaging is possible with a minimum amount of water, and an amount of water is properly adjusted according to an optimum function ratio.
상기 최적함수비는 이 기술이 속하는 분야의 기술자라면 모두 알고 있는 것이므로, 그에 대한 상세한 설명은 생략하도록 한다.Since the optimum function ratio is known to all those skilled in the art, detailed description thereof will be omitted.
이때, 상기 흙은 그 종류를 제한하지 않는 것으로, 20mm체를 통과한 흙을 이용함이 바람직하다.At this time, the soil is not limited to the kind, it is preferable to use the soil passed through the 20mm sieve.
그리고 상기 시멘트는 고화재로 사용되는 것으로, 단일시멘트나 혼합시멘트 모두를 이용할 수 있으나, 가장 바람직하게는 주변에서 쉽게 구입하여 사용할 수 있는 일반 포틀랜드 시멘트를 사용한다.In addition, the cement is used as a solidified material, but can be used both single cement and mixed cement, most preferably use a general portland cement that can be easily purchased and used in the vicinity.
또한 무기질 첨가제는 토질을 개량하여 시멘트의 성능을 극대화시키는 역할을 하는 것으로, 시멘트의 성능을 극대화시킴으로써 시멘트의 함량을 10중량% 이하로 하여도 충분한 강도가 발현될 수 있도록 하는 것이다. 상기 무기질 첨가제는 리그린술폰산나트륨과 리그닌술폰산마그네슘, 황산알루미늄 등의 금속이온과 흙입자에 강한 대전을 띤 흡착수에 용해된 후민산프로톤의 이온교환으로 인해 흡착수의 전하를 낮춤으로써, 흡착수를 밀어내는 소수성을 띠며 토양의 단립화가 빠르게 진행되어 점성토의 사질화로 토질을 개량하는 것이다.In addition, the inorganic additive serves to maximize the performance of the cement by improving the soil, by maximizing the performance of the cement so that the sufficient strength can be expressed even if the content of the cement to 10% by weight or less. The inorganic additive lowers the charge of the adsorbed water by lowering the charge of the adsorbed water due to ion exchange of humic proton dissolved in metal ions such as sodium lignin sulfonate, magnesium lignin sulfonate, aluminum sulfate, and adsorbed water that is strongly charged to soil particles. It is hydrophobic, and soil is rapidly becoming granulated, and soil quality is improved by sanding of clay.
상기 무기질 첨가제는 알카리금속이나 토금속으로 이루어지는 데, 더욱 바람직하게는 황산알루미늄 4~6중량%, 리그닌술폰산나트륨 4~6중량%, 리그닌술폰산마그네슘 7~9중량%, 트리포리인산나트륨 0.5~2중량%, 염화칼륨 18~23중량%, 염화칼슘 10~13중량%, 염화마그네슘 21~28중량%, 염화나트륨 27~35중량%, 탄산칼슘 0.01~0.06중량% 및 3% 농도의 암모니아수 0.3~0.6중량%를 포함하는 것으로, 상기 무기질 첨가제는 본 출원인이 선 발명한 등록특허 제10-0775360호에 충분히 공지되어 있는 바, 이에 대한 상세한 설명은 생략한다.The inorganic additive is composed of an alkali metal or an earth metal, more preferably 4 to 6% by weight of aluminum sulfate, 4 to 6% by weight of sodium lignin sulfonate, 7 to 9% by weight of lignin sulfonate, and 0.5 to 2% by weight of sodium triphosphate %, 18-23 wt% potassium chloride, 10-13 wt% calcium chloride, 21-28 wt% magnesium chloride, 27-35 wt% sodium chloride, 0.01-0.06 wt% calcium carbonate and 0.3-0.6 wt% aqueous ammonia at 3% concentration Including, the inorganic additive is well known in the Patent No. 10-0775360 invented by the applicant, the detailed description thereof will be omitted.
여기서, 상기 흙, 시멘트 및 무기질 첨가제의 혼합비는 흙 89.5∼98.45중량%, 시멘트 1.5∼10중량% 및 무기질 첨가제 0.05∼0.5중량%로 되는 것이 바람직하나, 이를 반드시 제한하는 것은 아니다.Here, the mixing ratio of the soil, cement and inorganic additives is preferably 89.5 to 98.45% by weight of soil, 1.5 to 10% by weight of cement and 0.05 to 0.5% by weight of inorganic additives, but is not necessarily limited thereto.
한편, 아프리카 등 공산품값이 비싼 지역에서 시멘트의 사용량을 줄이기 위하여, 또는 더욱 우수한 강도의 발현을 위하여 흙에 효소액을 투입하여 사용할 수 있다. 상기 효소액은 흙 입자 간 수분의 균형유지와 보습효과를 발생시켜 부정확한 흙 입자의 배열을 정렬하고, 상기 배열정리를 통해 흙 입자간의 공극을 줄임으로 흙 포장체의 강도증진에 기여할 수가 있는 것이다. 이러한 효소액을 흙에 투입하여 사용할 경우, 20% 이상의 고화재를 절감할 수 있으며, 약 10%의 강도증진 효과를 가져오게 된다.On the other hand, it is possible to use the enzyme solution in the soil in order to reduce the amount of cement used in the high price of industrial products such as Africa, or to express more excellent strength. The enzyme solution may contribute to the improvement of the strength of the soil pavement by aligning the incorrect arrangement of soil particles by generating moisture balance and moisturizing effect between the soil particles, and reducing the voids between the soil particles through the arrangement. If the enzyme solution is used in the soil, it can save more than 20% of solidified fire, which brings about 10% strength enhancement effect.
상기 효소액은 물과 기름을 빨아 드리는 성질의 사카라이드, 흙 입자 사이에서 윤활 역할을 하는 계면활성제, 그리고 물을 2:4:4의 중량비로 혼합하여 사용하며, 그 사용량은 상기 흙 100중량부를 기준으로 0.01~ 10중량부의 범위로 투입하며, 효소액이 투입된 흙에 시멘트 및 무기질 첨가제를 혼합하는 것이다. 본 발명에서는 계면활성제의 종류를 제한하지 않는 것으로, 종래 공지된 형태의 토양 계면활성제는 모두 사용가능하다.The enzyme solution is used to mix water and oil saccharides, surfactants lubricating between the soil particles, and water in a weight ratio of 2: 4: 4, the amount is based on 100 parts by weight of the soil It is added in the range of 0.01 to 10 parts by weight, and the cement and mineral additives are mixed in the soil into which the enzyme solution is added. In the present invention, the type of the surfactant is not limited, and all conventionally known soil surfactants may be used.
상기와 같은 본 발명은 노상 위에 보조기층을 형성하고 그 상부에 기층(두께 약 30cm), 중간층(두께 약 7.5cm), 표층(두께 약 5cm) 등 여러 층의 아스콘을 포장하는 방법이 갖는 문제점인 많은 량의 골재와 모래가 소요됨으로 자연환경이 훼손되고, 아스팔트의 특성상 180℃의 고온가열이 필요함으로 필연적인 이산화탄소의 발생을 억제할 수 없게 되고, 고비용이 소요되는 문제점을 해결하는 것이다. As described above, the present invention has a problem of forming an auxiliary base layer on a roadbed and packing ascons of several layers such as a base layer (thickness about 30 cm), an intermediate layer (thickness about 7.5 cm), and a surface layer (thickness about 5 cm). Due to the large amount of aggregate and sand is required, the natural environment is damaged, and due to the nature of the asphalt, high temperature heating is required at 180 ° C., thus preventing the inevitable generation of carbon dioxide and solving the problem of high cost.
즉, 본 발명은 별도의 보조기층 없이, 노상층의 흙 또는 반입한 흙을 고화하여 흙 포장층(두께 10~20cm)을 형성하고, 열을 가하지 않은 상온 아스팔트(두께 6~16mm)로 표면처리하여 포장의 내마모성을 향상시킴으로써, 자연환경을 훼손하지 않으면서도 아스팔트나 콘크리트에 버금가는 수명을 가질 수 있고, 획기적으로 이산화탄소의 발생량을 줄일 수 있으며, 기존의 도로포장보다 30% 이상의 공사비를 절감할 수 있게 되는 것이다.That is, the present invention solidifies the soil of the subgrade or imported soil to form a soil pavement layer (thickness 10 ~ 20cm) without a separate auxiliary layer, and surface treatment with room temperature asphalt (thickness 6 ~ 16mm) without applying heat By improving the abrasion resistance of the pavement, it can have a lifespan comparable to asphalt or concrete without compromising the natural environment, can dramatically reduce the amount of carbon dioxide generated, and can save 30% more construction cost than the existing pavement. Will be.
이하 실시예를 통해 본 발명을 상세히 설명한다. The present invention will be described in detail through the following examples.
(실시예1)Example 1
먼저 흙 100kg에 사카라이드 200g 계면활성제 400g, 물 400g을 혼합하여서된 효소액을 투입하였다. 그리고 여기에 시멘트 10kg 및 무기질 첨가제 0.5kg을 혼합하여 시험공시체를 제조하였다. 상기 무기질 첨가제로는 황산알루미늄 50g, 리그닌술폰산나트륨 50g, 리그닌술폰산마그네슘 70g, 트리포리인산나트륨 10g, 염화칼륨 180g, 염화칼슘 110g, 염화마그네슘 230g, 염화나트륨 290g, 탄산칼슘 0.5g 및 3% 농도의 암모니아수 5g을 혼합하여 사용하였다. (상기 계면활성제로는 리스폰3(제품명)을 사용하였다.)First, the enzyme solution prepared by mixing 400 g of saccharide 200 g and 400 g of water was added to 100 kg of soil. And a test specimen was prepared by mixing 10 kg of cement and 0.5 kg of an inorganic additive. The inorganic additives include aluminum sulfate 50g, sodium lignin sulfonate 50g, magnesium lignin sulfonate 70g, sodium tripolyphosphate 10g, potassium chloride 180g, calcium chloride 110g, magnesium chloride 230g, sodium chloride 290g, calcium carbonate 0.5g and 5g ammonia water 5g. Used by mixing. (Respon 3 (Product Name) was used as the surfactant.)
(실시예2)Example 2
흙 100kg에 시멘트 10kg 및 무기질 첨가제 0.5kg을 혼합하여 시험공시체를 제조하였다. 상기 무기질 첨가제는 실시예1과 동일하게 사용하였다.A test specimen was prepared by mixing 10 kg of cement and 0.5 kg of an inorganic additive to 100 kg of soil. The inorganic additive was used in the same manner as in Example 1.
(비교예)(Comparative Example)
흙 100kg에 시멘트 10kg을 혼합하여 시험공시체를 제조하였다.A test specimen was prepared by mixing 10 kg of cement with 100 kg of soil.
상기 시험공시체의 습윤상태 후 압축강도(28일)를 측정하여 그 결과를 하기 표 1에 나타내었다.After the wet state of the test specimen measured the compressive strength (28 days) and the results are shown in Table 1 below.
표 1 압측강도 측정결과
구분 측정결과 시험방법
실시예1 21.6 KS F4004:2008
실시예2 19.2
비교예 13.34
Table 1 Press strength measurement result
division Measurement result Test Methods
Example 1 21.6 KS F4004: 2008
Example 2 19.2
Comparative example 13.34
상기 표 1에서 확인할 수 있는 바와 같이, 비교예에 비해서는 실시예2가 실시예2에 비해서는 실시예1이 더욱 높은 강도를 나타냄을 확인할 수 있었다.As can be seen in Table 1, it was confirmed that Example 1 shows a higher strength than Example 2 compared to Example 2 compared to the comparative example.
이상에서 본 발명은 상기한 실시예에 한하여 설명하였지만 상기 실시예에 의하여 본 발명이 제한되지 않는 것으로, 본 발명의 범주와 사상을 벗어나지 않는 범위 내에서 다양한 변형 실시가 가능함은 물론이다.Although the present invention has been described above with reference to the above embodiments, the present invention is not limited by the above embodiments, and various modifications can be made without departing from the scope and spirit of the present invention.
본 발명은 상기한 종래의 흙 포장방법이 갖는 제반문제점을 해소하기 위한 것으로, 흙을 이용하여 흙 포장층을 형성하고, 상기 흙 포장층의 상부에 박층의 상온 아스팔트층을 형성함으로써, 흙 포장층의 제반문제점인 내구성, 표면마모, 표면 미끄러움 현상 등을 해소하면서도 친환경적인 도로 포장방법을 제공할 수 있으므로, 산업상 이용가능하다.The present invention is to solve the problems of the conventional soil paving method, by forming a soil pavement layer using the soil, by forming a thin room temperature asphalt layer on top of the soil pavement layer, soil pavement layer It can be used industrially because it can provide an environmentally friendly road paving method while eliminating the problems of durability, surface abrasion, surface slippage, and the like.

Claims (6)

  1. 흙, 시멘트 및 무기질 첨가제로 되는 흙 포장재를 준비하고, 상기 흙 포장재에 물을 혼합하는 단계(S1)와, Preparing an earth packaging material consisting of soil, cement, and mineral additives, and mixing water with the soil packaging material (S1);
    상기 물이 혼합된 흙 포장재를 포설하는 단계(S2)와,Laying the soil packaging material mixed with water (S2),
    상기 포설된 흙 포장재를 다짐하는 단계(S3)와,Step (S3) and the compacted soil packaging material,
    상기 흙 포장재의 상부에 상온 아스팔트를 박층으로 포장하는 단계(S6)를 포함하며,It includes a step (S6) of paving the room temperature asphalt in a thin layer on top of the soil packaging material,
    상기 무기질 첨가제는 알카리금속이나 토금속인 것을 특징으로 하는 친환경 도로 포장방법.The inorganic additive is an environmentally friendly road paving method, characterized in that the alkali metal or earth metal.
  2. 제 1항에 있어서,The method of claim 1,
    상기 준비된 흙 포장재는,The prepared soil packaging material,
    흙에 효소액을 투입한 후, 시멘트 및 무기질 첨가제를 혼합하여 준비되는 것이고,After the enzyme solution is added to the soil, it is prepared by mixing cement and inorganic additives,
    상기 효소액은 사카라이드, 계면활성제 및 물을 포함하는 것을 특징으로 하는 친환경 도로 포장방법.The enzyme solution is an environmentally friendly road pavement method comprising a saccharide, a surfactant and water.
  3. 제 1항에 있어서,The method of claim 1,
    상기 흙 포장재를 다짐하는 단계(S3) 후,After the step of compacting the soil packaging material (S3),
    상기 다짐된 흙 포장재에 크랙유도선을 형성하는 단계(S4)를 추가로 포함하는 것을 특징으로 하는 친환경 도로 포장방법.Eco-friendly road paving method, characterized in that it further comprises the step (S4) of forming a crack induction line on the compacted soil pavement.
  4. 제 3항에 있어서,The method of claim 3, wherein
    상기 크랙유도선은 상기 다짐된 흙 포장재의 전체 두께 대비 1/3~2/3 깊이까지 형성하는 것을 특징으로 하는 친환경 도로 포장방법.The crack induction line is characterized in that to form a depth of 1/3 to 2/3 of the total thickness of the compacted soil pavement Eco-friendly pavement method.
  5. 제 1항에 있어서,The method of claim 1,
    상기 박층으로 포장된 상온 아스팔트의 두께는 6~16mm인 것을 특징으로 하는 친환경 도로 포장방법.Environmentally friendly road paving method, characterized in that the thickness of the room temperature asphalt paved with a thin layer is 6 ~ 16mm.
  6. 제 1항 내지 제 5항 중 어느 한 항에 있어서,The method according to any one of claims 1 to 5,
    상기 상온 아스팔트를 박층으로 포장하는 단계(S6) 전,Before the step of paving the room temperature asphalt in a thin layer (S6),
    상기 다짐된 흙 포장재에 상기 무기질 첨가제를 물과 혼합하여 분사하는 단계(S5)를 추가로 포함하는 것을 특징으로 하는 친환경 도로 포장방법.Eco-friendly road pavement method characterized in that it further comprises the step (S5) of mixing the inorganic additives with water in the compacted soil pavement.
PCT/KR2013/002709 2013-04-02 2013-04-02 Method for paving environmentally-friendly road WO2014163216A1 (en)

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007077392A (en) * 2005-08-17 2007-03-29 Kyokado Eng Co Ltd Cavity filler
KR100775360B1 (en) * 2007-01-10 2007-11-09 주식회사 신기 Soil paving material and method for paving using thereof
KR100960874B1 (en) * 2009-10-07 2010-06-04 주식회사 우일 이알에스 Soil road paving method
KR20100081785A (en) * 2009-01-07 2010-07-15 김영일 The composition for soil pavement and the construction method of soil pavement using thereof
KR20100121855A (en) * 2009-05-11 2010-11-19 (주)지케이 Paving material and constructing method thereof

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007077392A (en) * 2005-08-17 2007-03-29 Kyokado Eng Co Ltd Cavity filler
KR100775360B1 (en) * 2007-01-10 2007-11-09 주식회사 신기 Soil paving material and method for paving using thereof
KR20100081785A (en) * 2009-01-07 2010-07-15 김영일 The composition for soil pavement and the construction method of soil pavement using thereof
KR20100121855A (en) * 2009-05-11 2010-11-19 (주)지케이 Paving material and constructing method thereof
KR100960874B1 (en) * 2009-10-07 2010-06-04 주식회사 우일 이알에스 Soil road paving method

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