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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：KR1020150042306A
公开(公告)日：2015-04-21
申请号：KR1020130112758
申请日：2013-09-23
Applicant: 한국도로공사
IPC: E01F8/00
Abstract: 본발명은동계기간도로의제설작업시에사용되는염수재가방음판의내부에침투하여잔류함에따라금속소재의방음판에부식이발생되는데, 이를해결하기위해방음판내부로유입된염수가외부로쉽게유출될수 있는구조의흡음형방음판에관한것이다. 이를위하여전면판및 후면판중 적어도어느하나는단면이ㄷ자로구성되고, 전면판또는후면판의상하부면에각각연직으로동일한방향및 동일한형상으로서로맞춤형상되도록돌출되는적어도하나의돌출부;를더 포함하는방음판을제공한다. 본발명에따르면방음판내부로유입되는염수의원활한배출로방음판의부식을방지할수 있는효과가있다.
Abstract translation: 吸音隔板技术领域本发明涉及一种吸音隔音面板，其特征在于，当金属材料的隔音板被作为盐水材料被腐蚀时，进入隔音面板内的盐水可以容易地排出，用于除雪操作 在冬天的路上，渗透并保留在隔音面板内。 前侧板和后侧板中的至少一个具有U形的横截面。 隔音面板包括至少一个突出部分，突出部分分别相互嵌合并且在前侧板或后侧板的上侧和下侧沿同一方向并且相同的形状。 根据本发明，吸声隔音面板可以通过平稳地排出进入隔音面板内的盐水来防止隔音面板的腐蚀。
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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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4.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：KR1020130140368A
公开(公告)日：2013-12-24
申请号：KR1020120063693
申请日：2012-06-14
Applicant: 한국도로공사
IPC: E01D19/00 , E01D19/06 , E01C11/02 , E04B1/68 , E01D101/40
CPC classification number: E01D19/00 , E01C11/02 , E01D19/06 , E01D2101/40 , E04B1/68
Abstract: A noise absorbing apparatus of a bridge according to the present invention comprises: a case; a sound absorbing material; and a buffering unit provided on the upper side of the case. The case is made of a metal thin sheet material and has a hexahedral shape and a porous structure including multiple sound absorbing holes. The buffering unit is made of an elastic pad attached to the upper side of the case. The sound absorbing material is made of a foam resin material. The noise absorbing apparatus of a bridge according to the present invention is provided to promote a pleasant environment on the periphery of a bridge by using a flexible connection structure for significantly absorbing and reducing friction noise generated from the bridge and to reduce production costs due to the excellent cost effectiveness according to the high noise reduction effectiveness compared with relatively low production costs.
Abstract translation: 根据本发明的桥的噪声吸收装置包括：壳体; 吸音材料; 以及设置在壳体的上侧的缓冲单元。 壳体由金属薄片材料制成，并且具有六面体形状和包括多个吸声孔的多孔结构。 缓冲单元由附接到壳体的上侧的弹性垫制成。 吸声材料由泡沫树脂材料制成。 根据本发明的桥梁的噪声吸收装置被设置成通过使用柔性连接结构来促进在桥的周边上的令人愉快的环境，以显着地吸收和减少从桥梁产生的摩擦噪声并降低由于 根据相对较低的生产成本，具有较高的降噪效果，具有出色的成本效益。
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Patent Agency Ranking
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：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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公开(公告)号：KR1020130091900A
公开(公告)日：2013-08-20
申请号：KR1020120013235
申请日：2012-02-09
Applicant: 한국도로공사
CPC classification number: E02B13/00 , B01D21/24 , C02F1/006 , C02F2001/007 , E02B11/005 , E03F1/00
Abstract: PURPOSE: A nonpoint pollutant reducing facility with a penetration ditch and a nonpoint pollutant reducing method thereof are provided to improve the filtration efficiency of first rainwater and to reduce maintenance costs by extending a replacement cycle of various consumable parts, since unnecessary filtration is not implemented. CONSTITUTION: A nonpoint pollutant reducing facility (10) with a penetration ditch comprises a flow rate distribution structure (100), a pre-treatment tank (200), and a penetration ditch (300). The flow rate distribution structure takes in the first outflow of rainfall effluent, which flows in an existing channel (20), as separate distribution water. The pre-treatment tank settles down pollutants which are contained in the first outflow. The penetration ditch is filled with aggregate inside, and makes the initial outflow to be contained in the aggregate and to pass through the aggregate.
Abstract translation: 目的：提供一种具有渗透沟和非点污染物减少方法的非点污染物减少设备，以提高第一雨水的过滤效率，并且通过延长各种消耗部件的更换周期来降低维护成本，因为不执行不必要的过滤。 构成：具有穿透沟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）和穿透沟（300）。 流量分布结构在现有通道（20）中流入的降水流出物的首次流出作为分配的分配水。 预处理罐解决第一次流出中含有的污染物。 渗透沟填充有聚集体，并使初始流出物包含在聚集体中并通过聚集体。
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公开(公告)号：KR100321079B1
公开(公告)日：2002-03-18
申请号：KR1019990059951
申请日：1999-12-21
Applicant: 재단법인 포항산업과학연구원 , 한국도로공사
IPC: E01C7/00
Abstract: 본발명은도로및교량등에서아스팔트를침투하여하부로유입하는침투수를효과적으로배수하기위한포장체도수장치에관한것으로, 보다상세히는스프링의특성인유연성을활용하여침투수의배출을용이하게하고, 시공면이매끄럽지못하거나굴곡이있는경우에도시공의편의성을확보할수 있도록개선된포장체도수장치에관한것이다. 본발명은도로및교량등에서아스팔트를침투하여하부로유입하는침투수를효과적으로배수하기위한포장체도수장치에있어서, 스프링형상의몸체부를가지고, 상기몸체부의소선경(d)사이의피치는아스팔트포장체의입자보다적은크기로이루어짐을특징으로하는포장체도수장치를제공한다. 본발명에의하면, 현재포장체에스며드는침투수및 잔류수를효과적으로배수시킬수 있음으로서, 침투수에의하여포장이파손되어보수하는경우나, 교량상판의손상을평가하여보수하는비용을현저히절감할수 있다.
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