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公开(公告)号：KR101345009B1
公开(公告)日：2013-12-24
申请号：KR1020120013235
申请日：2012-02-09
Applicant: 한국도로공사
Abstract: 본발명은침투도랑을갖는비점오염저감시설물및 그저감시설물를이용한비점오염저감방법에대한것이다. 보다상세하게는, 비점오염저감시설을구비한구조물에있어서, 기존수로에유입된강우유출수의초기유출수를별도의분배수로로유입시키는유량분배구조물; 유량분배구조물로유도된초기유출수가내부로유입되어하부로초기유출수에함유된오염물질을침강시키는전처리조; 및전처리조에저장된초기유출수가유입되고, 내부에골재가충진되어초기유출수를골재에담수및 침투시키는침투도랑;을포함하는것을특징으로하는침투도랑을갖는비점오염저감시설물에관한것이다.
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公开(公告)号：KR1020140095783A
公开(公告)日：2014-08-04
申请号：KR1020130008599
申请日：2013-01-25
Applicant: 한국도로공사
CPC classification number: Y02A40/223 , E02B13/00 , A01G2/00 , C02F3/32 , E01C11/22 , E02B5/02 , E02B11/005
Abstract: The present invention relates to a nonpoint pollution reducing facility having a separate grassed waterway, a separate grassed waterway structure for the nonpoint pollution reducing facility, and a nonpoint pollution reducing method using the nonpoint pollution reducing facility. More specifically, the said invention relates to a nonpoint pollution reducing facility having a separate grassed waterway including: a collecting well where leaked rainwater flowing on a road surface is collected; a guiding waterway guiding the leaked rainwater to the collecting well; the grassed waterway connected to the first end of one side of the collecting well, and receiving the initial leaked rainwater of the collected leaked rainwater; and an existing waterway connected to the second end of one side of the collecting well, and receiving the leaked rainwater of the leaked rainwater collected in the collecting well not received in the grassed waterway. The initially leaked rainwater is filtered by the grassed waterway and received in one side of the existing waterway.
Abstract translation: 本发明涉及一种具有单独的草地水道的非点污染减少设施，用于非点污染减少设施的单独的草地水道结构以及使用该无污染减少设施的非点污染减少方法。 更具体地说，本发明涉及一种具有单独的草地水道的非点污染减排设施，包括：收集在路面上流动的泄漏的雨水的收集井; 引导水道将泄漏的雨水引导到收集井; 连接到收集井一侧第一端的草水道，并收集收集的泄漏雨水的初始泄漏雨水; 以及与收集井一侧的第二端连接的现有水道，并且收集收集在收集井中的泄漏的雨水未被收集在草地水道中的泄漏的雨水。 最初泄漏的雨水由草地水道过滤，并在现有水路的一侧接收。
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3.发明授权초기우수 처리가 가능한 교량 배수시설, 그 배수시설을 이용한 초기우수유도방법, 그 배수시설을 갖는 비점오염 저감시설물 및 저감방법 有权具有桥梁和设备的第一个雨水诱导管道结构，用于减少非点源污染源，包括施工
公开(公告)号：KR101410194B1
公开(公告)日：2014-07-04
申请号：KR1020130124164
申请日：2013-10-17
CPC classification number: E01D19/086 , B01D35/02 , C02F1/001 , E01D2101/24 , E01F5/00 , E03F5/06 , E03F5/14 , E04C2003/046
Abstract: The present invention relates to a bridge drainage facility capable of treating initial rainwater, an initial rainwater inducing method using the drainage facility, and a non-point pollution reducing facility and a method thereof comprising the drainage facility. More specifically, the present invention relates to a bridge drainage facility for inducing initial rainwater generated from a bridge on a river to a non-point pollution reducing facility, which comprises a vertical pipe in connection with a catch pit installed on one side of a road on the bridge; a longitudinal drainage pipe which is connected to both end parts of the vertical pipe respectively, is installed to a reducing facility installed on a ground part of an abutment, and induces the collected initial rainwater to the reducing facility; an overflowing pipe which is installed on one side of each of the vertical pipes, receives excessive water whose amount exceeds the capacity of the longitudinal drainage pipe except for the initial rainwater of the rainwater collected in the vertical pipe, and drains the excessive water to the river, wherein the overflowing pipe is shaped into a curved ��shape, and the length of the vertical pipe is 200 to 450 mm.
Abstract translation: 本发明涉及一种能够处理初始雨水的桥式排水设备，使用排水设施的初始雨水诱导方法以及包括排水设施的非点污染减少设施及其方法。 更具体地说，本发明涉及一种用于将从河上的桥梁产生的初始雨水引导到非点污染减少设施的桥式排水设施，该设施包括与安装在道路一侧的捕获坑相连的竖直管道 在桥上; 分别连接到垂直管道的两端部的纵向排水管被安装在安装在基台的地面部分上的还原装置中，并将收集的初始雨水引导到还原装置; 安装在每个垂直管道一侧的溢流管接收超过垂直管中收集的雨水的初始雨水的超过纵向排水管的容量的过量的水，并将过量的水排放到 河流，其中溢流管成形为弯曲的 形，垂直管的长度为200至450mm。
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公开(公告)号：KR1020130091901A
公开(公告)日：2013-08-20
申请号：KR1020120013236
申请日：2012-02-09
Applicant: 한국도로공사
CPC classification number: E03F5/14 , B01D24/02 , B01D35/02 , B01D2221/12
Abstract: PURPOSE: A nonpoint pollutant reducing facility with a sand filtration tank and a nonpoint pollutant reducing method thereof are provided to reduce maintenance costs by reducing unnecessary filtration treatment, since the facility filters only first rainfall, and flows out the rest of the rainfall. CONSTITUTION: A nonpoint pollutant reducing facility (10) with a sand filtration tank comprises a flow rate distribution structure (100), a pre-treatment tank (200), and a sand filter tank (300). The flow rate distribution structure guides first outflow to a distribution water channel by being equipped with a guide projection (110). The sand filter tank is packed with a sand layer, filters the first out flow, and discharges the first outflow to an existing channel. Height adjustment concrete (350) on which a slope is formed is installed on the lower surface of the sand filter tank.
Abstract translation: 目的：提供一种具有砂过滤罐的非点污染物减排设施及其非污染物减排方法，通过减少不必要的过滤处理来降低维护成本，因为设施仅过滤第一次降雨，并排出其余的降雨量。 构成：具有砂过滤槽的非点污染物减少装置（10）包括流量分布结构（100），预处理罐（200）和砂滤池（300）。 流量分配结构通过配备引导突起（110）将第一流出引导到分配水通道。 砂滤池装有砂层，过滤先流，并将第一流出排放到现有通道。 在砂滤池的下表面上安装有形成斜坡的高度调节混凝土（350）。
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公开(公告)号：KR101450430B1
公开(公告)日：2014-10-13
申请号：KR1020130008599
申请日：2013-01-25
Applicant: 한국도로공사
CPC classification number: Y02A40/223
Abstract: 본 발명은 분리형 초생수로를 갖는 비점오염 저감시설물, 비점오염 저감시설물용 분리형 초생수로 구조물 및 그 저감시설물을 이용한 비점오염 저감방법에 대한 것이다. 보다 상세하게는, 노면에 흐르는 강우유출수가 집수되는 집수정; 집수정으로 강우유출수를 유도하는 유도수로; 집수정의 일측면의 제1일단에 연결되어 집수정에 집수된 강우유출수 중 초기유출수가 유입되는 초생수로; 및 집수정의 일측면의 제2일단에 연결되어 집수정에 집수된 강우유출수 중 초생수로로 유입되지 않은 유출수가 유입되는 기존수로;를 포함하여, 초기유출수는 초생수로에 의해 여과되어 기존수로의 일측으로 합류되는 것을 특징으로 하는 분리형 초생수로를 갖는 비점오염 저감시설물에 관한 것이다.
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Patent Agency Ranking
公开(公告)号：KR101376446B1
公开(公告)日：2014-04-01
申请号：KR1020130030291
申请日：2013-03-21
Applicant: 한국도로공사
CPC classification number: E01D19/086 , E01F5/00 , E02B8/023 , E03F5/06 , E03F5/14
Abstract: The present invention relates to initial rainwater induction pipes for a river bridge, an initial rainwater induction method using the induction pipes, and a nonpoint pollution reduction facility with having the initial rainwater induction pipes and a reduction method. More particularly, the present invention relates to initial rainwater induction pipes for a river bridge for inducing initial rainwater to a nonpoint pollution reduction facility, comprising multiple vertical pipes where rainwater, which is collected in a waterway installed on one side of the road surface of a bridge, flows; a horizontal drain pipe, which is connected to each end of the vertical pipes and is installed to the reduction facility installed in the ground area of an abutment along the longitudinal direction of the bridge, and which induces the initial rainwater of the collected rainwater to the reduction facility; and an overflow pipe, which is installed on one side of the each vertical pipe and discharges overflowing water except for the initial rainwater among the rainwater flowing into the vertical pipes to the river after the overflowing water flows in the vertical pipes.
Abstract translation: 本发明涉及一种用于河桥的初始雨水诱导管，使用该诱导管的初始雨水诱导方法，以及具有初始雨水诱导管和还原方法的非点污染减少设备。 更具体地说，本发明涉及一种用于将初始雨水引导到非污点减排设备的河桥的初始雨水诱导管，包括多个垂直管道，其中收集在安装在路面一侧的水道中的雨水 桥，流; 水平排水管，其连接到垂直管的每个端部，并且沿着桥的纵向方向安装到安装在基台的地面区域中的还原装置，并且将收集的雨水的初始雨水引导到 还原设施; 以及溢流管，其安装在每个垂直管的一侧，并且在溢流的水流入垂直管中之后，排出流入垂直管的雨水中的初始雨水以外的溢流水。
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公开(公告)号：KR101361272B1
公开(公告)日：2014-02-12
申请号：KR1020120013237
申请日：2012-02-09
Applicant: 한국도로공사
CPC classification number: Y02A40/223
Abstract: 본 발명은 식생수로를 갖는 비점오염 저감 시설물 및 그 저감 시설물를 이용한 비점오염 저감방법에 대한 것이다. 보다 상세하게는, 비점오염 저감시설물에 있어서, 기존수로로 강우유출수가 유입되어 하부로 강우유출수에 함유된 오염물질을 침강시키는 전처리조; 전처리조에서 넘친 강우유출수가 유입되고, 전방에서 후방으로 특정 경사가 형성되고, 하부면에 식생수가 식재되며 내부에 강우유출수가 저장되는 식생수로; 및 식생수로에서 넘친 강우유출수가 유입되어 강우유출수를 기존수로로 토출시키는 유출부 구조물을 포함하는 것을 특징으로 하는 식생수로를 갖는 비점오염 저감시설물에 관한 것이다.
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公开(公告)号：KR101311001B1
公开(公告)日：2013-09-24
申请号：KR1020120013236
申请日：2012-02-09
Applicant: 한국도로공사
Abstract: 본 발명은 모래여과조를 갖는 비점오염 저감 시설물 및 그 저감 시설물을 이용한 비점오염 저감방법에 대한 것이다. 보다 상세하게는, 비점오염 저감시설물에 있어서, 기존수로로 유입된 강우유출수의 초기유출수를 별도의 분배수로로 유입시키는 유량분배구조물; 유량분배구조물에 의해 유도된 초기유출수가 내부로 유입되어 하부로 초기유출수에 함유된 오염물질을 침강시키는 전처리조; 및 전처리조에 저장된 초기유출수가 상부측으로 유입되고, 내부에 모래층이 충진되어 모래층에 의해 초기유출수가 여과되어 여과된 초기유출수를 기존수로로 토출시키는 모래여과조;를 포함하는 것을 특징으로 하는 모래여과조를 갖는 비점오염 저감시설물에 관한 것이다.
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公开(公告)号：KR1020140060696A
公开(公告)日：2014-05-21
申请号：KR1020120127309
申请日：2012-11-12
Applicant: 한국도로공사
CPC classification number: E03F5/0404 , E03F5/101 , E03F5/105 , E03F5/14
Abstract: The present invention relates to a flow rate distributing construction using a water collection tank and an orifice, a flow rate distributing method, and a nonpoint pollutant reducing facility including the same and, more specifically, to a flow rate distributing construction using a water collection tank and an orifice which comprises: the water collection tank which is formed on one side of an inlet of an existing water channel and collects initial rainwater flowing into the existing water channel from discharged rainwater; a water distribution channel which is supplied with the initial rainwater collected in the water collection tank and discharges the collected initial rainwater to a nonpoint pollutant reducing facility; and the orifice which is provided between the water collection tank and the water distribution channel and controls the flow rate of the initial water supplied to the water distribution channel.
Abstract translation: 本发明涉及使用采集槽和孔口的流量分配结构，流量分配方法和包括该采集罐的流量分配方法和非污染物减少装置，更具体地，涉及使用采集罐的流量分配结构 以及一个孔口，它包括：收集箱，其形成在现有水道入口的一侧，并从排放的雨水中收集流入现有水道的初始雨水; 一个供水通道，供给收集在收集水箱中的初始雨水，并将收集的初始雨水排放到非污染物排放设施; 以及设置在集水箱和分配通道之间的孔口，并且控制供给到配水通道的初始水的流量。
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公开(公告)号：KR1020130091902A
公开(公告)日：2013-08-20
申请号：KR1020120013237
申请日：2012-02-09
Applicant: 한국도로공사
CPC classification number: Y02A40/223 , E02B13/00 , A01G2/00 , C02F3/32 , E02B5/02 , E02B11/005 , E03F5/04
Abstract: PURPOSE: A nonpoint pollutant reducing facility with a vegetation waterway and a nonpoint pollutant reducing method using the same are provided to improve filtration efficiency of initial rainfall and to reduce maintenance costs. CONSTITUTION: A nonpoint pollutant reducing facility (10) with a vegetation waterway comprises a pre-treatment tank (100), vegetation waterways (200-1,200-2), and an outlet structure (400). The vegetation water way forms an inclined surface from the front side and to the rear side, has vegetation which is plated on the lower side, and stores rainfall effluent inside. The outlet structure takes in the rainfall effluence which flows out of the vegetation waterway, and discharges the rainfall effluent into an existing waterway. A check dam (300) is prepared in between the vegetation waterway and the outlet structure, and provided with an inlet groove (310) on one side of the upper.
Abstract translation: 目的：提供具有植被水道的非点污染物减排设施和使用其的非污染物减排方法，以提高初始降雨的过滤效率并降低维护成本。 构成：具有植被水路的非污染物减排设施（10）包括预处理罐（100），植被水道（200-1,200-2）和出口结构（400）。 植被水道从前侧到后方形成一个倾斜的表面，在下侧铺设植被，并将雨水流出物储存在里面。 出口结构采取从植被水道流出的降雨流出物，将雨水排放到现有水路。 在植被水道和出口结构之间准备了一个检查坝（300），并且在上部的一侧设置有入口槽（310）。
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