| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 181 | upkeeping type connector installation method for bridge drainage facilities | KR20120071564 | 2012-07-02 | KR101194591B1 | 2012-11-12 | |
| PURPOSE: An installation method of a connection pipe for maintenance work for bridge drainage facilities is provided to facilitate maintenance work by changing the structure of a connection pipe connected to a drain pipe. CONSTITUTION: An installation method of a connection pipe for maintenance work for bridge drainage facilities is as follows. A connection pipe(200) is separated from a drain pipe(100) of bridge drainage facilities(D). The separated connection pipe is symmetrically cut. Wing plates(300) are welded to the cut connection pipes. A maintenance type connection pipe(C) is manufactured by coupling wing plates to the wing plates using fastening members(400). The manufactured maintenance type connection pipe is connected to the drain pipe. | ||||||
| 182 | 프리캐스트 복합 구조물 | KR1020110023761 | 2011-03-17 | KR1020120105978A | 2012-09-26 | 박정규 |
| PURPOSE: A precast composite structure is provided to facilitate the transportation and the manufacturing of box members by forming the box members to be piled. CONSTITUTION: A precast composite structure(100) forms a retaining wall in a line. A box member comprises a plurality of hollow portions(112) to form a pipe line(120). A vegetation part(116) is formed on the top of the outer part of at least some of plural box members. Draining holes(114) communicating with pipelines are formed in the vegetation part for forming trees and plants(10). | ||||||
| 183 | 교량의 배수관 구조 | KR2020110001809 | 2011-03-04 | KR200461566Y1 | 2012-07-27 | 김창호 |
| 본 고안은, 그 길이 방향으로 평행하게 T자형으로 돌출된 T자형 레일(42)이 일체로 성형된 배수관(40)과; 상기 배수관(40)의 T자형 레일(42)에 끼워지는 T자형 구멍(44)(64)이 형성된 레일 가이드가 형성된 브라켓(43)(60)을 포함하여 구성되는교량의 배수관 구조를 제공한다.
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| 184 | A expansion joint apparatus for bridge structure | KR20120031229 | 2012-03-27 | KR101166433B1 | 2012-07-19 | NAM EUN HO; LEE JIN |
| PURPOSE: An expansion joint device for a bridge is provided to rapidly remove foreign materials from a cutoff material installed on an expansion joint part. CONSTITUTION: An expansion joint device(100) for a bridge comprises a base plate(110) and a cutoff material(310). The base plate is installed on an expansion joint part between a deck and an adjacent deck. The base plate is composed of a first plate(112) and a second plate(112a). The cutoff material is installed between the first and second plates and prevents water and foreign materials from flowing into the expansion joint part. | ||||||
| 185 | Repairing device for preventing water leakage of bridge | KR20100100682 | 2010-10-15 | KR20120039149A | 2012-04-25 | SONG SUCK MIN |
| PURPOSE: A repairing device for preventing a leak of a bridge joint portion is provided to facilitate to install by coping with various intervals and to check or remove contamination by temporarily pulling out only a flexible drain board after an installation. CONSTITUTION: A repairing device(10) for preventing a leak of a bridge joint portion comprises a frame(20) and flexible drain board(30). Two parts of the frame are respectively fixed to an upper structure along a gap between the upper structure of a bridge adjoining the frame and the frame. The frame comprises a joining unit(21) and coupling unit(22). The joining unit is contacted to the upper structure. The coupling unit is projected from a side of the joining unit. The coupling unit comprises a housing space(221), a through hole(222), and a latching projection(223). | ||||||
| 186 | 필터부 교환이 가능한 교량용 배수처리장치 및 그 필터부 교환방법 | KR1020100093694 | 2010-09-28 | KR1020120032191A | 2012-04-05 | 양난경 |
| PURPOSE: A drainage treatment device enable to replace a filter unit for a bridge and a method of changing the filter unit are provided to remove a non-point pollution source by using a filter while raining and to maintain a purification facility more efficiently by partially replacing the filter. CONSTITUTION: A drainage treatment device enable to replace a filter unit comprises a housing unit(110) and a filter unit(120). The housing unit is installed in the lower part of a bridge slab and formed into a casing of a square in which top is opened or a circular shape. The housing unit comprises a bottom plate(111), a vertical frame(112), a side plat frame, and a rubber pad. The filter unit is installed in the rubber pad to be separated. | ||||||
| 187 | 보도블록용 배수부재 | KR1020100087247 | 2010-09-07 | KR1020120025085A | 2012-03-15 | 김봉석; 윤상필; 이욱기; 이경균 |
| PURPOSE: A drain member for a sidewalk block is provided to prevent rainwater from being stagnant in the top of a sidewalk block in case of rain. CONSTITUTION: A drain member for a sidewalk block comprises a drain pipe(10). The drain pipe is formed in a box shape and is installed between sidewalk blocks arranged on the ground. The drain pipe has one or more first drain holes(11) and second drain holes(12). Water on the top of the sidewalk blocks is permeated into the ground through the first and second drain holes. | ||||||
| 188 | Rain receptacle for a rail-road bridges | KR20100069222 | 2010-07-16 | KR20120008399A | 2012-01-30 | LEE SU IL |
| PURPOSE: A rain gutter for a railroad bridge is provided to ensure easy installation to the bottom of a slab using anchor bolts and to absorb the expansion of an expansion joint device using a sliding plate or bellows type extension unit. CONSTITUTION: A rain gutter for a railroad bridge comprises a grounding plate(6) and a slide grounding plate(7). Both ends of the grounding plate are sealed with a packing(2) and a cover(3) while the top is opened. The grounding plate has a fixing hole(6a) in the width direction of a drain channel(4) formed with a drainage(4a). The slide grounding plate comprises an operation slot(7a) corresponding to the expansion of an expansion joint device. The grounding plate and the slide grounding plate are symmetric to each other. The grounding plate is fixed at the state where an anchor bolt installed on the bottom of a bridge slab is inserted in the fixing hole. The slide grounding plate is fixed to the bridge slab with an anchor bolt at the state where an anchor bolt installed on the bottom of a bridge slab is inserted in the fixing hole. | ||||||
| 189 | 배수구가 구비된 도로 경계석 | KR1020100036989 | 2010-04-21 | KR1020110117495A | 2011-10-27 | 제해득; 김충; 차태명 |
| 본 발명은 도로 가에 시공 설치된 배수관을 덮으면서 도로와의 경계를 표시하는 한편 도로 측에서 배수관을 향하는 물의 배수가 원활하게 이루어질 수 있도록 한 배수구가 구비된 도로 경계석에 관한 것이다. 본 발명은 도로 가에 설치된 배수관을 덮으며 도로의 경계를 표시하기 위한 도로 경계석에 있어서, 하부는 배수관의 상부 폭에 대응하는 폭을 갖는 한편 상부는 하부의 폭에 비하여 상대적으로 좁은 폭은 갖도록 콘크리트로 성형이 된 몸체; 몸체의 밑면에 배수관의 상부에 상호 조립되게 형성된 조립 돌기; 및 배수관과 도로 측에 접하는 몸체의 한쪽 측면 사이가 상호 통하도록 형성된 배수구; 를 포함하여 구성이 이루어진다.
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| 190 | 배수성 도로 및 이의 시공방법 | KR1020100026880 | 2010-03-25 | KR1020110107634A | 2011-10-04 | 고희봉; 박안수 |
| 본 발명은 배수성 도로 및 이의 시공방법에 관한 것으로, 더욱 상세하게는, 도로에서 다공성 콘크리트로 구성된 표층을 통과한 빗물이 저류층을 통해 빗물받이로 유도되어 도로의 배수가 원활하며, 저류층에서 저장된 빗물을 지반으로 침출시킴에 의해 지반에 지하수가 고갈되는 것을 방지할 수 있는 배수성 도로 및 이의 시공방법에 관한 것이다. | ||||||
| 191 | 측구일체형 경계석 | KR1020090107167 | 2009-11-06 | KR1020110050262A | 2011-05-13 | 정시윤 |
| PURPOSE: A gutter-integrated curb is provided to ensure smooth drain of water permeating into a gap of a gutter formed part because a drain pipe is coupled to the front side of the gutter formed part. CONSTITUTION: A gutter-integrated curb comprises a curb block part(18) and a gutter formed part(20). The gutter formed part is formed with a concave line(22) on one side and a convex line on the other side thereof. When successively arranging curbs, the curbs are aligned as the convex line of a curb is inserted to the concave line of an adjacent curb. The gutter formed part has a semi-cylindrical recess(26) on the front side thereof. A drain pipe(28) having a plurality of through holes(30) is placed in the semi-cylindrical recess extended by aligning the curbs. | ||||||
| 192 | 지반보강용 지오셀과 중공형 섬유보강 투수블록을 이용한 지반침투형 포장구조 | KR1020100070249 | 2010-07-21 | KR101020718B1 | 2011-03-09 | 최도선; 김형종 |
| PURPOSE: A ground permeation type pavement structure using a geo cell for ground reinforcement and a hollow fiber-reinforced water-permeable block is provided to prevent the increase of a surface temperature by the increase of groundwater and to easily supply moisture. CONSTITUTION: A ground permeation type pavement structure using a geo cell for ground reinforcement and a hollow fiber-reinforced water-permeable block comprises a ground layer(10), a soil layer(20), a geo cell(30), and a plurality of hollow fiber-reinforced water-permeable blocks(40). The soil layer is laminated on the top of the ground layer. The geo cell is composed of a grid of a mesh shape and a net bag of a honeycomb shape. The grid is arranged on the top of the soil layer. The net bag is formed on the grid in a plurality of rows, and sandy soil and gravel are filled in the net bag. The hollow fiber-reinforced water-permeable block comprises one or more holes, which are formed in a length direction to guide the discharge of the water. | ||||||
| 193 | 해안 도로용 생태통로 | KR1020090076856 | 2009-08-19 | KR1020110019232A | 2011-02-25 | 강성택 |
| PURPOSE: An eco-corridor for a seaside road is provided to prevent the eco-corridor installed in a cutting part of a retaining wall structure from being moved by earth pressure. CONSTITUTION: A construction method of an eco-corridor for a seaside road is as follows. A cutting part, passing through the bottom of a road(11), is formed in one side of a retaining wall structure(12). A natural stone with holes(21) is installed. A front corridor part(20) is formed on the front surface of the cutting part. A steel frame, filled with aggregate and soil, is installed in the rear side of the natural stone. A rear corridor part(30) with a steel net is installed on the rear surface of the front corridor part. | ||||||
| 194 | 비배수용 신축이음장치 | KR2020100007813 | 2010-07-26 | KR200451461Y1 | 2010-12-16 | 최영륜; 최동철; 김학군; 손경욱; 손수희 |
| 본 고안은 비배수용 신축이음장치에 관한 것으로, 교량에 형성된 각각의 교량상판 사이의 유간에 배치되며 상판 플레이트와 상기 상판 플레이트에 수직방향으로 형성된 수직부재가 서로 대향되게 한쌍으로 이루어져 있으며, 수직부재 사이에는 배수구가 구성된 제1 신축이음부와; 교량에 형성된 각각의 교량상판 사이의 유간에 배치되며 교량상판의 양 측면에 형성되어 있는 방호벽에 결합하는 제2 신축이음부와; 상기 제1 신축이음부 중 제2 신축이음부와 맞닿도록 배치되는 제1 신축이음부 측면에 설치되되, 제1 신축이음부의 상판 플레이트, 수직부재, 배수구가 결합되어 형성된 형상과 동일한 형상으로 돌출되게 구성되어 제1 신축이음부의 측면에 결합할 수 있도록 구성된 제1 결합부)와 상기 제1 신축이음부의 측면을 차단하면서 제2 신축이음부와 결합하는 제2 결합부로 구성된 차단부;로 구성되어, 교량상판의 방호벽과 맞닿는 제1 신축이음부의 측면에 차단부를 배치하여 제1 신축이음부의 배수구를 통해 이동하는 물이 제1 신축이음부의 측면 및 방호벽을 통해 이동하지 못하고 교량상판에 형성되어 있는 배수부를 통해 외부로 배출되도록 구성되어 있어, 물의 흐름을 통해 발생하는 교량상판 및 교각의 파손을 줄일 수 있고, 차단부에 형성되어 있는 제1, 2 결� ��부에 수팽창 지수재를 형성하여 제1, 2 신축이음부와 결합할 때에 물이 교량상판 및 방호벽으로 누수되는 현상을 차단할 수 있으며, 차단부의 제2 결합부 중앙의 홈부에 의해 각각의 교량상판의 거동시 차단부가 유연하게 대응할 수 있도록 하여 누수를 차단할 수 있는 비배수용 신축이음장치를 제공한다.
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| 195 | 교량 상판의 차수 방법 및 구조 | KR1020090046782 | 2009-05-28 | KR1020100128405A | 2010-12-08 | 양영규 |
| PURPOSE: A cutoff method of a bridge deck and a structure thereof are provided to extend the durability of a bridge deck body and an asphalt paved layer by preventing water leakage in the bridge deck. CONSTITUTION: A cutoff method of a bridge deck comprises following steps. The surface of a deck body(11) having a boundary stone(10) is waterproofed. A molding joint(12) is installed along the inside of the boundary stone. A base asphalt pavement layer(13) is poured on the upper part of the deck body. Plywood is installed to keep constant interval to the boundary stone and a top asphalt pavement layer is formed. | ||||||
| 196 | 교량용 집수구 | KR1020090022845 | 2009-03-16 | KR1020100104437A | 2010-09-29 | 이유진 |
| PURPOSE: A catch basin for installing a drainpipe, which can prevent falling in the construction by using a flange, is provided to improve the exterior of a catch basin after construction and to reduce a construction period. CONSTITUTION: A catch basin has a main body(30). A header pipe and a drainpipe are inserted in a top part and fastened with bolts using a flange. A rubber packing(20) is inserted between the flanges in order to prevent the leak of water by fastening the catch basin using six bolts. | ||||||
| 197 | 교량용 집수구 | KR2020080016012 | 2008-12-02 | KR2020100005904U | 2010-06-10 | 안병원 |
| 본 고안은 교량의 가장자리 쪽에서 교량노면으로부터 유입되는 물을 모아서 교량 밖으로 배수시켜주는데 사용되는 교량용 집수구에 관한 것으로, 집수관의 상부에 있는 집수호퍼의 경사진 측벽부분에 안착되는 오물여과 부재의 경사진 측벽 중앙에 속이 빈 원뿔대를 구비하고, 상기 속이 빈 원 뿔대의 경사진 측면과 상면에는 배수공들을 형성하며, 상기 상면에는 인출손잡이를 마련함으로써 오물의 청소주기를 연장시켜 줄 수 있으며 오물의 청소작업을 보다 손쉽게 할 수 있도록 해 준다. 교량, 집수구, 집수호퍼, 집수관, 그레이팅, 오물여과 부재, 속이 빈 원뿔대, 배수공, 인출손잡이 | ||||||
| 198 | 덮개 이탈 방지기능을 갖는 필터 장착구조의 교량용 집수장치 | KR1020090040589 | 2009-05-11 | KR100941146B1 | 2010-02-10 | 김원주 |
| PURPOSE: A drainage device for a bridge of a filter mounting structure with a cover separation function is provided to reduce water pollution due to the sewage of the bridge and discharge of foreign materials. CONSTITUTION: A drainage device for a bridge of a filter mounting structure with a cover separation function comprises a drainage main body(10) and a drainage cover(20). The drainage main body includes a separation prevention protrusion(11). The separation prevention protrusion is installed on a corner part of the cover support(16). A cover latching groove(13) is formed on the center part above the cover support. A protrusion passing groove(23) is formed on the both edges of the drainage cover. | ||||||
| 199 | 수밀성 수로관 | KR1020090124162 | 2009-12-14 | KR1020100007833A | 2010-01-22 | 한상희 |
| PURPOSE: A water-tightness water path is provided to prevent a measuring part from puckering to the inside by the earth pressure. CONSTITUTION: A water-tightness water path comprises a pipe member. The pipe member comprises a floor side(111) and a sidewall part(112). The sidewall part stands uprightly on both sides of a floor. The pipe member has an opened top. The pipe member has the various cross-sectional shapes. A socket member(120) is formed on an end of the pipe member. | ||||||
| 200 | 교량용 이중 우수 배수구 | KR1020080112509 | 2008-11-13 | KR100933637B1 | 2009-12-23 | 정기순 |
| PURPOSE: A double rain draining device for a bridge is provided to prevent the corrosion of reinforcing rods inside the bridge and to reduce efflorescence of concrete. CONSTITUTION: A double rain draining device for a bridge comprises an upper pipe(10), a hollow cylindrical lower pipe(20) and an end projection part(30). A body(10a) of the upper pipe is inserted an asphalt layer of the bridge. The upper pipe guides the rain on the asphalt surface to a surface water inflow hole(40). The lower pipe is communicated in the lower part of the upper pipe. The lower pipe is combined with the upper pipe through the end projection part. The end projection part has an infiltrated water inflow hole(35) in order to guide the rain on the bridge slab upper side. | ||||||
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