| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 241 | 토사언덕의 경계블록 및 경계블록의 설치 구조 | KR1020110085071 | 2011-08-25 | KR1020130022220A | 2013-03-06 | 박효진 |
| PURPOSE: A boundary block of a soil hill and an installation structure thereof are provided to make an eco-friendly soil hill by preventing soil erosion until the vegetation of the soil hill settles. CONSTITUTION: An installation structure of a boundary block of a soil hill comprises a boundary block(10) and a block fixing unit(20). The boundary block is made of a fabric of which the fiber strands are tightly coupled and have through-holes and irregular grooves. The block fixing unit provides fixing location of the boundary block on a boundary line between the soil hill(1) and a pavement or roadway(2) and provides a drainage channel of water which is absorbed to the boundary block. The boundary block is disassembled by saprogenic bacteria and naturally forms a drain by being collapsed. [Reference numerals] (AA) Seedings | ||||||
| 242 | 교량 배수장치의 모래받이용 모래 수거함 | KR1020120033594 | 2012-03-30 | KR101226110B1 | 2013-01-24 | 윤재근; 윤재경 |
| PURPOSE: A sand box for a bridge drainage device is provided to enable the safe and convenient collection of sand on a bridge slab without the use of an aerial work platform. CONSTITUTION: A sand box(20) for a bridge drainage device comprises a collection box body(23), a hanger(21), and a porous sand backflow prevention net. The top of the collection box body is open so that sand can flow therein. The hanger is formed in the collection box body and moves the collection box body to the surface of a bridge slab. The porous sand backflow prevention net is formed in the collection box body and prevents sand flowing into the collection box body from flowing backward. | ||||||
| 243 | 투수 포장 구조체 | KR1020110044638 | 2011-05-12 | KR1020120126657A | 2012-11-21 | 정시윤; 김재겸; 박대근; 정회곤 |
| PURPOSE: A water permeable pavement structure is provided to improve the convenience of pedestrians by reducing the amount of rainwater remaining on a pavement layer. CONSTITUTION: A water permeable pavement structure comprises a water permeable base layer(4), a rainwater storage member(10), and a perforated pipe member(20). A gutter member(40) is arranged on one side of the water permeable base layer. The water permeable base layer is arranged on the bottom of a pavement layer(2) and firstly stores rainwater flowing from the pavement layer. The rainwater storage member is arranged on the bottom of the gutter member and secondly stores the rainwater flowing from the water permeable base layer. The perforated pipe member is arranged under the water permeable base layer and is connected to the rainwater storage member to send rainwater from the water permeable base layer to the rainwater storage member. | ||||||
| 244 | Drain for Bridge and method using the same | KR20120070645 | 2012-06-29 | KR101197670B1 | 2012-11-07 | |
| PURPOSE: A drain for a bridge and a construction method thereof are provided to facilitate the construction of asphalt by adjusting the height of the drain using a flange and a height adjusting frame. CONSTITUTION: A drain for a bridge comprises a water collection tank(10), a flange(20), a height adjusting frame(40), and a cover plate(30). The water collection tank guides rainwater to a drainage hole and has a swash plate(11) and a guide pipe(12). The flange is detachably installed on the top end of the water collection tank and guides rainwater permeating an asphalt concrete layer to the drainage hole. The height adjusting frame adjusts the height of the drain depending on the height of asphalt concrete. The cover plate is installed on the top end of the height adjusting frame and guides rainwater on the surface of the asphalt concrete to the drainage hole. | ||||||
| 245 | 조립식블록을 이용하여 저류조를 구비하는 도로의 시공방법 | KR1020110035431 | 2011-04-14 | KR1020120117598A | 2012-10-24 | 황준명 |
| PURPOSE: A prefabrication road block having a predam and a constructing method thereof are provided to form a space unit between a lateral wall unit and road surface unit so that rain water can be penetrated into the underground by being stored depending on an usage or recycled. CONSTITUTION: A method for constructing a sidewalk or a small road and a bicycle path is as follows. A lateral wall block(2) becoming a base is stood on a compacted foundation. A porous reinforcing material is installed at a position spaced from the lateral wall block at a predetermined distance. A buffering material is installed in a corbel(6) of the lateral wall block. A road surface block(4) is installed on the buffering material installed on the corbel of the lateral wall and porous reinforcing material. The lateral wall block comprises an inclined hole(5) in which rain water can be penetrated. | ||||||
| 246 | 우수활용이 가능한 포장공법 | KR1020110019750 | 2011-03-07 | KR1020120101753A | 2012-09-17 | 이정호 |
| PURPOSE: A paving method for recycling rainwater is provided to reduce the waste of resources by collecting rainwater in a pavement body and recycling the collected rainwater. CONSTITUTION: A paving method for recycling rainwater is as follows. Bottom ash water-permeable concrete(72) is placed on a road(71). Bottom ash fine sand(73) is spread on the bottom ash water-permeable concrete, and segment rainwater guide blocks(74) are assembled on the spread bottom ash fine sand. Bottom ash concrete blocks are installed on the segment rainwater guide blocks. [Reference numerals] (71) Road; (72) Bottom ash water-permeable concrete; (73) Bottom ash fine sand; (74) Segment rainwater guide block; (75) Bottom ash concrete block; (AA) Bicycle lane and parking lot; (BB) Bicycle lane = 100mm; (CC) Parking lot = 150mm | ||||||
| 247 | Drainage rubber structure for bridge expansion joint | KR20100117212 | 2010-11-24 | KR20120066723A | 2012-06-25 | SOHN HAI WON |
| PURPOSE: A drainage rubber structure for a bridge expansion joint is provided to improve endurance capability against fatique due to repetitive expansion by strengthening fatique stress generating from the expansion due to deformation and displacement of a bridge. CONSTITUTION: A drainage rubber structure for a bridge expansion joint(100) is formed by vulcanizing and adhering a mesh locating between pads(110). A horizontal steel wire(131) and a vertical steel wire of which thickness is respectively 0.42mm are woven to a lattice type to form the mesh. Each pad has the thickness of 2.5t. | ||||||
| 248 | 배수로 일체형 측구 | KR1020110067901 | 2011-07-08 | KR101141000B1 | 2012-05-02 | 박지운; 변민근; 조성주 |
| PURPOSE: A gutter having a drainage canal is provided to prevent a traffic accident and the flooding of a road by efficiently draining water even in a heavy rain. CONSTITUTION: A gutter having a drainage canal comprises coupling protrusions(110), coupling grooves(120), pocket grooves(130), a drainage canal(140), drain outlets(150), a boundary stone mounting groove(160), an incline(170), and wiring pipe brackets(180). The coupling protrusions have first coupling holes(111), and the coupling grooves have second coupling holes(121). The pocket grooves are separated from each other to form supports(131). The drainage canal penetrates through the gutter in a longitudinal direction. The drain outlets are formed in the gutter in the direction of the drainage canal. The incline is inclined toward the drain outlets. The wiring pipe brackets are coupled to the supports. | ||||||
| 249 | 교량의 누수방지장치 | KR2020100009442 | 2010-09-08 | KR2020120001975U | 2012-03-16 | 박종수; 박민철 |
| 본 고안은 교량의 슬래브와 슬래브 사이에 설치되는 배수판의 상부에 이물질 걸름판을 설치하여 유간으로 유입되는 낙엽 등 이물질이 배수판 내부에 유입되어 물의 배수가 방해되어 물이 매립프레임 내부로 유입되는 것을 방지할 수 있으며, 이물질 걸름판을 교량의 외측과 유간의 상하부로 용이하게 설치할 수 있어 작업시간 및 비용을 줄일 수 있고, 그 구조가 간단하여 생산성을 향상시킬 수 있는 교량의 누수방지장치에 관한 것이다.
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| 250 | 폐 매트리스를 재활용한 놀이터 바닥재 | KR1020110048783 | 2011-05-24 | KR101089505B1 | 2011-12-06 | 한각수 |
| PURPOSE: A floor member for a playground using recycled mattresses is provided to improve environmental-friendly and shock absorbing effects. CONSTITUTION: A floor member for a playground using recycled mattresses comprises multiple waste mattresses(140), playground equipment support rod couplers, drainage ways, and gratings. The waste mattresses are coupled to each other and are installed on the bottom surface of a playground. The playground equipment support rod couplers pass through gaps between the waste mattresses, and the top ends are upward exposed. The drainage ways are formed in the edge of the bottom surface of the playground. The gratings are installed along the edge of the waste mattresses at the top of the drainage ways. | ||||||
| 251 | 도로 배수구용 그레이팅 | KR1020100042505 | 2010-05-06 | KR1020110123069A | 2011-11-14 | 김화중 |
| PURPOSE: A grating for a road drain is provided to enable women who wearing heels or a moving unit having small wheels to conveniently pass through the grating. CONSTITUTION: A grating(10) for a road drain is composed of multiple rectangular plates inclinedly connected to each other. The rectangular plates have a W-shaped cross section. Multiple rainwater holes(13) are formed in each plate at uniform intervals. The rainwater holes of the adjacent rectangular plates cross each other. Reinforcing rods are welded in the bottom of the ridge parts(12) of the rectangular plates. | ||||||
| 252 | 착탈식 투수 우수받이 | KR1020100008094 | 2010-01-28 | KR1020110088263A | 2011-08-03 | 고아랑; 박정수 |
| PURPOSE: A removable rainwater street inlet is provided to prevent the clogging of a drain by separating a filter plate to clean. CONSTITUTION: A removable rainwater street inlet comprises a street inlet main body(40) and a grating lid. The street inlet main body has an opening on top, a bottom plate on a lower part, and a side plate on a side part. The grating lid comprises an inhalant siphon. An outlet(45) is formed in the sidewall of street inlet main body. At least one outlet is formed on the space excluding a drain part in which a drain pipe is formed. A permeability hole(71) is arranged on a filter main body(72) of rectangular plate sheet form. | ||||||
| 253 | 배수관 연결이 용이한 교량의 배수처리장치 | KR2020100000100 | 2010-01-07 | KR2020110007026U | 2011-07-13 | 이유진; 임부천 |
| 본 고안은 배수관의 설치가 교량 슬래브의 상측에서 이루어지도록 함으로써, 설치작업이 더욱 안전하고 용이하도록 한 교량의 배수처리장치에 관한 것이다.
그 구성은, 상부 그레이팅(grating), 하부 환형 안착부, 그리고 이의 중심을 관통하는 삽입부를 포함하는 집수몸체; 및 교량 시공 시 교량을 이루는 슬래브(slab)에 상기 집수몸체가 매립된 상태에서 상기 집수몸체 상부로 진입하여 상기 삽입부에 끼워져 단부가 노출되는 파이프, 그리고 상기 파이프 상단에 형성되어 상기 안착부에 걸리어 장착되는 환형 플랜지를 포함하는 배수관; 을 포함하여 이루어진 것을 특징으로 한다. |
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| 254 | 철근과의 간섭을 피하기 위해 매립형 플레이트를 이용한 교량용 가설인도의 시공방법 | KR1020100139832 | 2010-12-31 | KR101036999B1 | 2011-05-25 | 한정구 |
| PURPOSE: A construction method of a sidewalk for a bridge using a buried plate is provided to prevent the interference with a steel reinforcement bar. CONSTITUTION: A construction method of a sidewalk for a bridge using a buried plate is composed like next. The open cutting(110) is consecutively performed so that a steel reinforcement bar can be exposed to top of a curb(2) of a bridge. An L-shaped base plate is installed on an open cutting part to prevent the interference between the steel reinforcement bar and the top of the L-shaped base plate. The open cutting part is filled with non-shrinkage concrete. | ||||||
| 255 | 플랜지를 이용한 교량배수시설의 오물수거용 청소구 | KR2020100000955 | 2010-01-28 | KR2020110003903U | 2011-04-20 | 이지용 |
| 본 고안에 따른 플랜지를 이용한 교량배수시설의 오물수거용 청소구는 교량에 설치되는 집수관 및 배수관 사이에 긴밀하게 연결되는 것으로서, 상기 집수관 및 상기 배수관 사이에 마련되어, 상기 집수관을 통해 유입된 우수를 상기 배수관으로 안내하고, 상단(上端)에 상기 집수관과의 결합을 위한 플랜지형 결합부가 형성된 우수인입관과, 상기 우수인입관과 일체로 형성되어, 상기 집수관을 통해 유입된 우수가 유동하고, 양단에 상기 배수관과의 결합을 위한 플랜지형 결합부가 형성된 우수유동관과, 상기 우수유동관의 전면(前面)에 형성되어 상기 우수유동관 및 상기 배수관 내부를 육안으로 볼 수 있도록 구성된 투시구로서, 상기 우수유동관의 전면(前面)으로부터 개구되어 연장되는 연장개구부와, 상기 연장개구부의 반경방향으로 외부로 확장� �어 형성된 투시창 결합부와, 상기 투시창 결합부에 결합되어 상기 우수유동관으로부터의 우수의 유출을 막고 투시창을 형성하는 투시창 형성부와, 상기 투시창 결합부와 상기 투시창 형성부 사이에 제공되는 실링부를 포함하고 상기 연장개구부, 상기 실링부의 개구부 및 상기 투시창 형성부를 통해 투시 통로가 형성되는 것을 특징으로 하는 투시구를 포함하되, 플랜지 결합을 강화하기 위해 상기 플랜지형 결합부와, 집수관 및 배수관과의 사이에 밀봉링이 제공되고, 우수가 새는 것을 방지하고 밀봉을 강화하기 위해 상기 플랜지형 결합부와 상기 밀봉링 사이에 패킹부재가 끼워 넣어진 후, 볼트와 너트를 이용하여 집수관 및 배수관, 밀봉링, 패킹부재 그리고 플랜지형 결합부를 일체로 긴밀하게 체결시키고, 상기 우수유동관의 전면(前面)에 형성된 투시구의 투시 통로를 통해 우수유동관 및 배수관 내부에 유입된 오물을 육안으로 확인한 후, 상기 집수관 및 배수관, 밀봉링, 패킹부재 그리고 플랜지형 결합부를 일체로 긴밀하게 체결하고 있는 볼트와 너트를 해체하여 오물수거용 청소구 전체를 집수관 및 배수관으로부터 아래쪽으로 빼냄으로써 상기 집수관 및 배수관으로부터 분리된 상태의 우수유동관 내부의 오물과 배수관 내의 오물을 제거하게 되는 것을 특징으로 한다. 본 고안은 교량의 배수시설 시공시 교량의 배수관들과의 연결 및 분리가 간편할 뿐만아니라, 유입된 오물을 사전에 육안으로 확인한 후 볼트와 너트와 같은 체결수단을 간단히 해체하면 손쉽게 배수시설로부터 분리하여 오물을 효과적으로 제거할 수 있다.
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| 256 | 곡선교량의 배수로용 집수구 | KR1020100107220 | 2010-10-29 | KR1020100124231A | 2010-11-26 | 고재용 |
| PURPOSE: A gutter for a drainage channel of a curved bridge is provided to prevent a construction failure because the gutter can be laid in a defense wall parallel to the drainage channel. CONSTITUTION: A gutter for a drainage channel of a curved bridge comprises a cover(130) and a movable filtering net(140). The cover comprises a rainwater inlet(134) through which rainwater flowing in a drainage channel flows in, and a hinge block(133) in which a hinge(142) of the filtering net is installed. The hinge is located on the upper side of the filtering net so that the center of mass of the filtering net is biased downward. The filtering net has filtering ribs(141) to block large debris included in rainwater flowing into the rainwater inlet. | ||||||
| 257 | Trench having light | KR20090042753 | 2009-05-15 | KR20100123498A | 2010-11-24 | JANG KWANG HO |
| PURPOSE: A trench with a lighting function is provided to improve the safety of driving and walking in the night time by offering visibility for drivers and pedestrians. CONSTITUTION: A trench with a lighting function comprises fitting protrusions which are horizontally projected on a side of a body(10), joint grooves(30) which are formed on the opposite side of the body, drain holes(40) which are formed on the top of the body, and a lighting module(60) which is composed of LEDs(Light Emitting Diodes) and installed on the top or bottom of the trench. Each fitting protrusion has a horizontal fitting portion(21) and a fitting guide groove(22). | ||||||
| 258 | Overtopping failure protection levee structure | KR20090090665 | 2009-09-24 | KR20100119474A | 2010-11-09 | YOON KWANG SEOK |
| PURPOSE: An overflow-preventing bank structure is provided to facilitate the creation of vegetation or function as a road and to prevent a break in a bank due to overflow. CONSTITUTION: An overflow-preventing bank structure comprises a bank protection portion and a bank connection portion. The bank protection portion comprises an overflow protection unit(214). The dam body is coated with the overflow protection unit. The bank connection portion connects the overflow protection units to each other. | ||||||
| 259 | A reinforcing bar have top of the mountain watercourse | KR20090034403 | 2009-04-20 | KR20100115687A | 2010-10-28 | HONG SEOK GI |
| PURPOSE: A ridge side ditch with a reinforcing bar fixture is provided to prevent the loss of a ridge side ditch, since one or more concrete bodies are organically coupled. CONSTITUTION: A ridge side ditch with a reinforcing bar fixture comprises a reinforcing bar protrusion(10), a reinforcing bar receiving part(20), a coupling end protrusion(31), and a supporting end protrusion(32). The reinforcing bar protrusion is formed at one side end of a concrete body(1). The reinforcing bar receiving part is molded to receive the reinforcing bar protrusion. The coupling end protrusion and the supporting end protrusion are formed at one end and the other end. The coupling end protrusion and the supporting end protrusion comprise a filler reclamation jaw(30). The filler reclamation jaw is finished with the filler. | ||||||
| 260 | 교량 집수구 | KR1020090031483 | 2009-04-10 | KR1020100112938A | 2010-10-20 | 박현철 |
| PURPOSE: A drain for a bridge is provided to prevent the blockage of a drain path by receiving heavy foreign materials such as soil in a soil bag and removing it. CONSTITUTION: A drain for a bridge(10) comprises a housing(20) and a filtering net(30). The housing has a top inlet(22) and a bottom outlet(24). The filtering net has a plurality of water-through holes having a level difference by partitions(30a,30b) and is installed in the inlet of the housing. An annular protrusion is formed under the inlet of the housing in which foreign materials such as soil flowing in through the inlet are accumulated. A soil bag(40) with an annular groove hung on the annular protrusion is inserted through the outlet. | ||||||
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