子分类：
| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 161 | A composition for pavement comprising clay and biodegradeable compound and a method of water permiable clay pavement | KR20120028875 | 2012-03-21 | KR101164548B1 | 2012-07-10 | KIM SEONG NHO |
| PURPOSE: A soil pavement composition and a permeable soil pavement method including biodegradable compounds are provided to prevent generation of CO2 by not using cement and to improve permeability without using industrial byproducts. CONSTITUTION: A soil pavement composition comprises 50-85 weight% of soil, 5-40 weight% of firming agent, and 0.1-10 weight% of biodegradable compound. A permeable soil pavement method comprises the following steps: solidifying soil and stabilizer by paving the soil and stabilizer with the biodegradable compound; and decomposing the biodegradable compound. The biodegradable compound is used by being mixed in loess balls. The biodegradable compound is biodegradable fiber. The biodegradable compound is used as powder, liquid, or fibrous form. The biodegradable compound is selected from a biodegradable polyester resin, biodegradable polylactide acid(PLA), starch, and biodegradable cellulose. | ||||||
| 162 | Paving method using natural earth | KR20100134141 | 2010-12-22 | KR20120071272A | 2012-07-02 | KIM CHANG YOUNG; SHIN YONG JIN |
| PURPOSE: A road pavement method using natural soil is provided to reduce construction costs by reducing the use of a liquid solidifier. CONSTITUTION: A road pavement method using natural soil is as follows. The ground is grinded. Base soil(M) on a road is crushed by moving a rotary device forward and backward. A liquid solidifier is injected to the crushed base soil, and the base soil is mixed with the liquid solidifier. The mixed base soil is hardened. The hardened base soil is watered for a specific time and is cured. | ||||||
| 163 | Plate for block construction and water penetrating covering structure using the same | KR20100117017 | 2010-11-23 | KR20120055329A | 2012-05-31 | SEO GON SUNG |
| PURPOSE: A block construction plate and a water-permeable pavement structure using the same are provided to prevent the partial settlement of blocks by dispersing a load applied to a portion of the blocks to a grating and a plurality of supporting parts. CONSTITUTION: A block construction plate comprises a grating(20) comprising a plurality of plates arranged in a lattice form. A plurality of supporting parts(24) are protruded from the underside of the grating, in which blocks are set and supported. The plurality of plates separate blocks at an interval of 6-10mm. | ||||||
| 164 | Construction method of yellow earth road | KR20100104369 | 2010-10-26 | KR20120043193A | 2012-05-04 | LIM BYOUNG HAK |
| PURPOSE: A construction method of a yellow-earth road is provided to improve the visibility of pedestrians because a yellow-earth road contains red earth powder. CONSTITUTION: A construction method of a yellow-earth road is as follows. A mixture is prepared by mixing 30-35 weight% of yellow earth powder, 40-50 weight% of silica, 15-20 weight% of ceramic, and 5-10 weight% of red earth powder(S10). A kneaded mixture is produced by mixing the prepared mixture with 20-25 weight% of water(S20). The bottom of the mixture is polished and hardened(S30). The kneaded mixture is uniformly spread on the hardened surface of the mixture(S40). The top of the spread kneaded mixture is covered with vinyl for 2-3 days(S50). The covered vinyl is removed(S60). | ||||||
| 165 | Construction method of yellow earth road | KR20100104368 | 2010-10-26 | KR20120043192A | 2012-05-04 | LIM BYOUNG HAK |
| PURPOSE: A construction method of a yellow earth road is provided to improve the rigidity of a yellow earth road by forming the yellow earth road using loess, ceramic, calcium carbonate, and plaster. CONSTITUTION: A construction method of a yellow earth road is as follows. A mixture is prepared by mixing 70-80 weight% of yellow soil powder, 7-12 weight% of ceramic, 7-12 weight% of calcium carbonate, and 5-10 weight% of plaster(S10). A kneaded mixture is produced by mixing the mixture with 20-20 weight% of water(S20). The bottom of the mixture is polished and hardened(S30). The kneaded mixture is uniformly spread on the hardened surface of the mixture(S40). The top of the spread kneaded mixture is covered with vinyl for 2-3 days(S50). The covered vinyl is removed(S60). | ||||||
| 166 | 초속경 특수콘크리트 제조용 이동식 배처플랜트 및 이를 이용한 도로포장방법 | KR1020100097601 | 2010-10-07 | KR1020120035979A | 2012-04-17 | 정원규 |
| PURPOSE: A super-rapid hardening special concrete for manufacturing transportable batcher plant and a paving method using thereof are provided to process hardening rapidly, thereby shortening working hours. CONSTITUTION: A super-rapid hardening special concrete for manufacturing transportable batcher plant comprises a tractor(10), a trailer(20), and a rapid hardening special concrete for manufacturing batcher plant(100). The trailer can be separated from and combined to the tractor. The trailer can move by the tractor. The rapid hardening special concrete for manufacturing batcher plant is installed at upper part of the trailer. The super-rapid hardening special concrete for manufacture batcher plant comprises a mobile operation orbit car(110), a crane(120), a storage unit (130), and a weighing unit(140). | ||||||
| 167 | Recycling rubber mat for temporary paving road | KR20100087615 | 2010-09-07 | KR20120025313A | 2012-03-15 | KIM YOUN WON; KIM SEONG MIN |
| PURPOSE: A recycled rubber mat for the temporary packing of a road is provided to easily install rubber mats in a curved area by connecting the rubber mats in a longitudinal direction through hinges. CONSTITUTION: A recycled rubber mat(10) for the temporary packing of a road comprises a mat body(20), a coupling protrusion(30), and a coupling groove(40). The mat body is formed in a long plate shape and covers an excavated surface. The coupling protrusion is formed in one end of the mat body and has a circular coupling protrusion(31) upward protruded. The coupling groove is formed in the other end of the mat body and has a circular coupling groove(41) in which the circular coupling protrusion is inserted. | ||||||
| 168 | 내크랙성이 우수한 미끄럼방지용 포장재 조성물 | KR1020100077304 | 2010-08-11 | KR1020120015069A | 2012-02-21 | 정경화 |
| PURPOSE: A composition for preventing slips is provided to have excellent adhesion and water resistance under continuous exposure to atmospheric condition, and to restrain crack, discoloration, etc under the continuous load of vehicles. CONSTITUTION: A composition for preventing slip comprises a base material comprising 65-75 weight% of acid modified polyamide resin, 15-25 weight% rosin ester resin, and 5-10 weight% of ethylene vinyl acetate, 120-140 parts by weight of water aggregate, 110-130 parts by weight of steel-making slag powder, 50-60 parts by weight of filler, 15-20 parts by weight of wax, 1-5 parts by weight of antioxidant, 1-2 parts by weight of carbon fiber chops, 1-1.5 parts by weight of glass beads, and a1-1.5 parts by weight of color pigment. | ||||||
| 169 | 친환경 무기산화물 토양안정제를 이용한 흙포장 공법 | KR1020110030236 | 2011-04-01 | KR101059188B1 | 2011-08-24 | 윤보규; 조홍동; 오세욱 |
| PURPOSE: A method of paving using soil mixed with environment-friendly soil stabilizer is provided to enhance reliability of paving since suitability of construction and the mixed ratio of soil stabilizer and water are calculated based on physical properties of soil before paving. CONSTITUTION: A method of paving using soil mixed with environment-friendly soil stabilizer comprises following steps. After being collected, soil is kept in a vessel to preserve moisture. An experiment is made in a laboratory to recognize physical properties of the soil. Intensity of compaction work and the amount of water are determined based on data obtained from the experiment on the physical properties of the soil. A calculated amount of soil stabilizer is added to the soil collected from the laboratory. The soil stabilizer is mixed and stirred until the mixture becomes the same color to the soil. | ||||||
| 170 | 친환경적 재료가 혼입된 흙 포장길과 그 조성물 및 이를 이용한 흙 포장공법 | KR1020090107162 | 2009-11-06 | KR1020110050257A | 2011-05-13 | 송현주; 이원동 |
| PURPOSE: Soil pavement containing an environmentally-friendly material, a composition thereof, and a soil paving method using the same are provided to reduce environmental contamination and efflorescence by employing blast furnace slag and waste FRP that replace cement of general soil pavement. CONSTITUTION: A soil paving method comprises steps of: compacting aggregate 5~20cm thick using a roller and setting a metal mesh; dry-mixing weathered granitic soil, yellow soil, cement, blast furnace slag powder, waste FRP powder; filling mixing water in a vehicle equipped with an agitator, putting the composition in the agitator, supplying mixing water including a hardening agent, and agitating the mixture for over 5 minutes; placing the soil paving composition on a paving target place; compacting the placed composition and forming a pattern on the compacted surface; and covering vinyl on the completed pavement and curing for 3 days. | ||||||
| 171 | 저지지력지반도로 | KR1020100121972 | 2010-12-02 | KR1020110049741A | 2011-05-12 | 양계승 |
| PURPOSE: A road on the ground with low supporting force and a construction method thereof are provided to improve water permeability and to protect the surface of the road. CONSTITUTION: A road on the ground with low supporting force comprises a water permeable mounting layer, a base layer, and a water permeable surface layer(20). The water permeable mounting layer is formed on the ground of a road construction area. The base layer is formed on the water permeable mounting layer. Recessed drain grooves are formed on the top surface of the base layer. An intermediate drainage canal is formed in the base layer to guide water flowing from the drainage grooves to the mounting layer. The water permeable surface layer is fixed to the base layer and is supported by the base layer. | ||||||
| 172 | 지반의 침하 억제 및 포장면의 변형 방지를 위한 도로포장재 | KR1020100080732 | 2010-08-20 | KR101033657B1 | 2011-05-12 | 김동현 |
| PURPOSE: A road paving material for preventing the subsidence and deformation of pavement is provided to cope with the subsidence or deformation of ground while securing water permeability and reduce the amount of used aggregate. CONSTITUTION: A road paving material comprises an anchor mat(10), a water-permeable layer(20), and a bearing layer(30). The anchor mat is made of a plurality of fiber that are irregularly connected into a lattice shape in which ridges and troughs(15) are consecutively arranged. The water-permeable layer is installed on the top of the anchor mat. The bearing layer is installed on the bottom of the anchor mat to support the anchor mat and the water-permeable layer. | ||||||
| 173 | 비접촉 자기 유도 충전방식의 전기자동차용 급전도로 구조 | KR1020090098739 | 2009-10-16 | KR1020110041758A | 2011-04-22 | 조동호; 서인수; 이흥열; 유병역; 이준호; 정윤; 강대준; 이현종 |
| PURPOSE: A power supply road structure for an electric vehicle of a non-contact magnetic induction charging type is provided to satisfy functions for a waterproof property, magnetic field nonintervention, durability, crack resistance, and construction time reduction. CONSTITUTION: A power supply road structure for an electric vehicle of a non-contact magnetic induction charging type comprises polymer concrete(1) and cement concrete(2). The polymer concrete for a base layer includes a superior waterproof property and a superior crack resistant property. The polymer concrete is applied to an upper layer. The cement concrete is applied to a lower layer. | ||||||
| 174 | 저지지력지반도로 | KR1020090105232 | 2009-11-03 | KR101016193B1 | 2011-02-24 | 양계승 |
| PURPOSE: An earth road having low bearing force is provided to facilitate the formation of a drain groove and the repair of a base layer and to improve permeability. CONSTITUTION: An earth road having low bearing force comprises a permeable base layer section(30), a base course section, and a permeable surface layer section(20). The permeable base layer section is formed on the ground of a road area. The base course section is formed on the base layer section. The base course section is formed with a concave drain groove. The permeable surface layer section is fixed on the base course section in order to be supported in the base course section. | ||||||
| 175 | 인조잔디 시공용 탄성매트 | KR2020090008589 | 2009-07-02 | KR2020110000261U | 2011-01-10 | 김광제; 유수정 |
| 본 고안은 시공과 유지 보수의 용이성을 제공하면서 신속한 수직배수와 함수기능을 통하여 인조잔디 표면온도를 저감시키며 재활용이 가능하도록 한 인조잔디 시공용 탄성매트에 관한 것으로서, 지반 위에 배수와 하중지지를 목적으로 형성하는 쇄석층과, 상기 쇄석층의 상면에 물이 고이는 것을 방지하면서 충격을 흡수하는 탄성층과, 상기 탄성층의 상면에 베이스에 심어진 잔디파일과 상기 잔디파일이 직립된 상태를 유지하면서 충격흡수 가능하도록 규사와 고무칩을 채운 잔디층을 형성하여 구성되는 인조잔디에 있어서; 상기 탄성층은 서로 끼워맞춤할 수 있도록 가장자리에 연결수단을 가지고 구비하는 탄성매트바디와, 상기 탄성매트바디에 수분배수를 위하여 두께 방향으로 관통되게 형성하는 다수개의 배수공과, 상기 탄성매트바디의 표면에 배수되는 수분의 일부를 저장하여 증발시켜 인조잔디의 표면에 발생하는 열을 냉각시키는 기능을 수행하도록 요입되게 형성하는 함수컵을 포함하는 탄성매트로 구성하여 하는 것이 특징이다. 인조잔디, 탄성층, 탄성매트. 함수컵 | ||||||
| 176 | 노면 강화와 투수 및 배수기능을 갖는 도로 | KR1020090086629 | 2009-09-14 | KR100960655B1 | 2010-06-07 | 최의용 |
| PURPOSE: A permeable road for improving the strength of a road and draining water is provided to prevent damage to level difference of a joint part by not requiring the installation of the joint due to joining force with a protrusion plate. CONSTITUTION: A permeable road for improving the strength of a road and draining water comprises a substratum(20), a protrusion layer(60), a surface layer(50'), and a water channel. The substratum is placed on a basis(10). The protrusion layer comprises a protrusion plate with a drain and multiple protrusions with a drain. The surface layer is placed on the protrusion layer and forms the road. Both sides of the water channel are buried under the road and composed of porous concrete material for draining the flowing water. The water channel comprises an incline which guides the flowing water to an inlet port communicated with the inner side. | ||||||
| 177 | 시멘트콘크리트 포장용 거푸집 | KR2020060024628 | 2006-09-13 | KR200433737Y1 | 2006-12-12 | 오용호 |
| 본 고안은 농로 양 측면에 덧대어 설치하되 조립식으로 농로의 굴곡에 따라 용이하게 설치할 수 있고, 철거 후 재사용함으로써 자재비를 절감할 수 있도록 한 시멘트콘크리트 포장용 거푸집에 관한 것이다. 이를 위하여, 본 고안은 일정 공간을 구획할 수 있도록 판형상의 몸체를 갖고 몸체의 양측면에 타 몸체와 맞물릴 수 있도록 힌지부가 형성되며, 힌지부에 천공된 힌지 축공과 몸체 후면 돌출부에 형성된 말뚝공에 말뚝을 박아 몸체를 지면에 고정시킬 수 있도록 된 것을 특징으로 한다. 또한, 본 고안은 시멘트콘크리트 타설시 버팀력을 갖도록 몸체의 후면에 길이 방향으로 리브가 더 형성된 것을 특징으로 한다. 그리고 본 고안은 시멘트콘크리트의 측면 상단을 모따기 할 수 있도록 몸체 전면 상단에 돌출된 채 내측으로 경사진 모따기부재가 더 구비된 것을 특징으로 한다. 시멘트콘크리트 포장, 조립식 거푸집, 힌지부, 모따기부재 | ||||||
| 178 | 미끄럼 방지용 도로포장 구조체 및 그 시공방법 | KR1020030083484 | 2003-11-24 | KR1020050049756A | 2005-05-27 | 민원 |
| 본 발명에 따른 미끄럼 방지용 도로포장 구조체는, 시공 대상 도로 표면의 일정 영역에 소정의 두께로 도포 형성되는 프라이머 도포층; 및 그 프라이머 도포층 위에 소정의 형상 및 두께로 적층 형성되는 다수의 모자이크 블록으로 구성되되, 다수의 모자이크 블록의 각각의 표면은 미시적 거칠기 처리가 된다. 이와 같은 도로포장 구조체의 시공방법은, 시공 대상 도로의 표면을 청소하는 단계; 청소된 대상 도로의 표면에 프라이머를 도포하여 프라이머 도포층을 형성하는 단계; 프라이머 도포층 상에 소정 형상의 형틀을 설치하는 단계; 형틀 내에 유색의 수지 모르타르, 개질 아스팔트, 폴리머 시멘트 모르타르 중의 어느 하나를 타설, 다짐 및 양생하여 소정 형상의 다수의 모자이크 블록을 형성하는 단계; 형성된 각 모자이크 블록 표면에 미끄럼 방지를 위하여 거칠기 처리를 하여 거칠기 처리면을 만드는 단계; 모자이크 블록으로부터 형틀을 제거하는 한편 모자이크 블록의 균열부위에 코킹재를 주입하여 실링하는 단계를 포함하여 구성된다. 이와 같은 본 발명에 의하면, 도로의 상부에 볼록 형상의 모자이크 블록을 설치하고, 모자이크 블록의 표면에는 거칠기 처리를 하여 표면처리면의 미시적 거칠기에 의한 마찰 저항과 볼록면과 볼록면 사이의 거시적 거칠기에 의한 마찰 저항을 동시에 갖도록 하여 전체적인 마찰 저항력을 한층 높일 수 있다. | ||||||
| 179 | 식물성 부재와 식물성 고형물을 제조하는 방법과 이 방법을 이용하여 식생불록을 제조하는 방법과 그 방법을 이용하여 단열레미콘을 제조하는 방법과 이 방법을 이용하여 도로를 포장하는 공법 | KR1020040054990 | 2004-07-15 | KR1020040068534A | 2004-07-31 | 한상관 |
| PURPOSE: A manufacturing method for a vegetable member and a vegetable solid is provided to intercept external temperature by using a space for a vegetable member as a heat insulation space and to cut down the maintenance expenses for a building using adiabatic ready-mixed concrete mixed with vegetable members. CONSTITUTION: The manufacturing method for a vegetable member and a vegetable solid comprises the steps of; drying up vegetable residue such as grains of boiled rice in food waste; frying the dried vegetable residue; putting the fried vegetable residue in water to absorb moisture; taking out the moisturized vegetable residue from water and dewatering/drying to have the water content of 30¯50 percents, freezing up the dewatered vegetable residue below zero for appointed hours, and putting the frozen vegetable residue in a mixture composed of 70 percent water and 30 percent cement to coat a cement membrane; and taking out the coated vegetable residue from a cement mixture, then drying up. | ||||||
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