专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 发明授权

KR101117212B1 투수체와 포머를 이용한 친환경적 현장설치식 호안 및 포장공법 有权
标题翻译：经济友好的现场保护和使用多孔结构和前体的构造方法
公开(公告)号：KR101117212B1
公开(公告)日：2012-03-06
申请号：KR1020110059701
申请日：2011-06-20
申请人： 중앙크리텍 주식회사 , 주식회사 한화건설 , 벽산건설 주식회사
发明人： 장석환 , 허형우 , 신승교 , 박종식 , 박성용 , 오민호 , 이상근 , 김기정
IPC分类号： E02B3/12 , E02D17/20 , A01G1/00
CPC分类号： E02B3/12 , A01G22/00 , E02D17/20 , E02D2250/0023 , E02D2600/40
摘要： PURPOSE: An environmentally-friendly in-situ shore protection and pavement method using a permeable body and a former is provided to improve construction performance by installing a former on the ground and integrally installing a permeable body between pocket units of the former. CONSTITUTION: An environmentally-friendly in-situ shore protection and pavement method using a permeable body and a former is as follows. A former is installed on the top of a cut surface. The former is composed of supports and pocket units. Permeable bodies(200) are installed between the pocket units. The covers of the pocket units are removed. Soil mixed with plant seeds is spread on the top of the permeable bodies and the pocket units. Trees and plants(400) are planted in the inner spaces of the pocket units, in which the covers are removed. The inner spaces of the pocket units are filled with permeable filler(300). Plant seeds or soil mixed with the plant seeds are spread on the top of the permeable bodies.
摘要翻译：目的：提供一种使用可渗透体和前者的环保现场岸保护和路面方法，通过在地面上安装前者并在前者的口袋单元之间一体安装可渗透体来提高施工性能。构成：使用可渗透体和前者的环境友好的原位岸防护和路面方法如下。前者安装在切割表面的顶部。前者由支撑和口袋组成。渗透体（200）安装在口袋单元之间。口袋单元的盖被去除。与植物种子混合的土壤扩散在可渗透体和袋单元的顶部。树木和植物（400）种植在口袋单元的内部空间中，其中盖子被移除。袋单元的内部空间填充有可渗透填料（300）。与植物种子混合的植物种子或土壤分布在可渗透体的顶部。

2. 发明授权

KR101401300B1 생태안착형 입체 호안구조 및 이의 시공방법 有权
标题翻译：生态安全型固体护岸结构及施工技术
公开(公告)号：KR101401300B1
公开(公告)日：2014-05-29
申请号：KR1020120027796
申请日：2012-03-19
申请人： (주)리버앤텍 , 주식회사 한화건설 , 벽산건설 주식회사
发明人： 이용헌 , 박태순 , 최계운 , 한만신 , 허형우 , 신승교 , 박종식 , 박성용 , 오민호 , 오우식 , 이광노 , 이상근
IPC分类号： E02B3/12 , E02B3/02 , A01G1/00 , A01K61/00 , C02F1/00
摘要： 본 발명은 강성 호안에 자연석을 이용한 입체형 생태공법을 적용한 생태안착형 입체호안구조 및 이의 시공방법에 관한 것으로, 철망을 연결하여 각각의 돌을 고정한 적층형 스톤매트리스와 자갈, 여과재류 또는 참숯(기타 수질정화재류) 등이 채워진 소프트백으로 이루어지는 사면 또는 식생보호층과; 상기 사면 또는 식생보호층의 상부에 설치되며, 토사와 나뭇가지가 채워진 소프트백으로 이루어지는 식생유도층과; 상기 식생유도층의 상부에 설치되며, 토사, 씨앗, 비료가 채워진 소프트백으로 이루어지는 보습 또는 보비층으로 구성되어, 유속이 강하고 홍수위의 변화가 심한 지역에 일괄적인 호안의 조성을 탈피하여 다양한 생태계 안착을 도모할 수 있는 효과가 있다.

3. 发明公开

KR1020140010473A 식생매트 고정부재 및 이를 이용한 호안 보호 구조물 无效
标题翻译：使用相同的植被和逆转保护结构
公开(公告)号：KR1020140010473A
公开(公告)日：2014-01-27
申请号：KR1020120066110
申请日：2012-06-20
申请人： 주식회사 한화건설 , 벽산건설 주식회사 , 주식회사 그린유토피아
发明人： 신승교 , 박종식 , 박성용 , 오민호 , 김태균 , 채수권 , 전승훈 , 박재희 , 이상근 , 서경상
IPC分类号： A01G1/00 , E02B3/12 , E02D5/80 , E02D17/20
CPC分类号： Y02A50/16 , A01G20/20 , E02B3/12 , E02D5/80 , E02D17/20 , E02D2200/1685
摘要： The purpose of the present invention is to protect lakeshore by fixating a vegetation mat on the lakeshore not to break away from the ground even in case of flood or landslide. The present invention provides a vegetation mat fixating unit and a revetment protecting structure using the vegetation mat fixating unit, the vegetation mat fixating unit comprises: a fixating unit (110) formed for fixating a vegetation mat (200); a plant root through hole (111) through which the root of a plant planted on the vegetation mat (200) passes and which is disposed on the fixating unit (110); and an upper end support unit (120) formed on the upper end of the fixating unit (110) in order for the fixating unit (110) to support the vegetation mat (200).
摘要翻译：本发明的目的是通过将植被垫固定在湖岸上来保护湖岸，即使在洪涝或滑坡的情况下也不会脱离地面。本发明提供了一种植被垫固定单元和使用植被垫固定单元的护岸保护结构，植被垫固定单元包括：固定植物垫（200）的固定单元（110）; 植物根部通孔（111），种植在植被垫（200）上的植物的根部通过植物根部通孔，并设置在固定单元（110）上; 以及形成在固定单元（110）的上端上的上端支撑单元（120），以便固定单元（110）支撑植被垫（200）。

4. 发明授权

KR101035264B1 연속섬유보강토를 활용한 식생호안의 조성방법 有权
标题翻译：使用纤维增强纤维增强土壤混合物的方法创造用于植被保护的保护
公开(公告)号：KR101035264B1
公开(公告)日：2011-05-18
申请号：KR1020100040225
申请日：2010-04-29
申请人： 주식회사 한화건설 , 벽산건설 주식회사 , 일송환경복원 주식회사
发明人： 고정현 , 허영진 , 허형우 , 신승교 , 박종식 , 박성용 , 안상선 , 황부연 , 이은기
IPC分类号： E02D17/20 , A01G1/00 , E02B3/12 , E02D5/22
CPC分类号： E02D17/20 , A01G22/00 , E02B3/12 , E02D5/22 , E02D2300/0065 , E02D2300/0078
摘要： PURPOSE: A composition method of vegetative embankment utilizing continuous fiber reinforced earth is provided to enable the stable formation of a greening structure on a river incline since a vegetation base material is formed using a wet construction method. CONSTITUTION: A composition method of vegetative embankment utilizing continuous fiber reinforced earth comprises following steps. Long fibers are put into sandy soil or ground soil on the in-situ ground so a continuous fiber reinforced soil layer is formed. A functional cotton net layer is formed on the upper side of the continuous fiber reinforced soil layer. Vegetation base materials of a vegetable system are formed on the top of a side net layer through a wet construction method.
摘要翻译：目的：提供一种利用连续纤维增强土的营养路堤的组合方法，由于使用湿法施工方法形成植被基材，所以能够稳定地形成河床上的绿化结构。构成：使用连续纤维增强土的营养路堤的组合方法包括以下步骤。将长纤维放在原位地面的沙土或土壤中，形成连续的纤维增强土层。在连续纤维增强土层的上侧形成功能性棉网层。通过湿式施工方法，在侧网层的顶部形成植物系植物基材。

5. 发明公开

KR1020110122329A 법면 보호블록 无效
标题翻译：斜坡盖板
公开(公告)号：KR1020110122329A
公开(公告)日：2011-11-10
申请号：KR1020100041760
申请日：2010-05-04
申请人： 솔렌스(주) , 주식회사 한화건설 , 벽산건설 주식회사
发明人： 이종만 , 채수권 , 김태균 , 허형우 , 신승교 , 박종식 , 박성용 , 안상선 , 황부연 , 이은기 , 조태호
IPC分类号： E02B3/12 , E02B3/16 , E02D17/20 , A01G1/00
CPC分类号： E02B3/125 , A01G2/00 , E02B3/16 , E02D17/20 , E02D2600/40
摘要： PURPOSE: A slope cover block is provided to achieve environmentally-friendly effect through vegetation and animal living on the water and to purify the water quality of river through charcoal placed under the water. CONSTITUTION: A slope cover block comprises a first block and a second block(20). The first block is installed in an on-the-water section(A) and has a first space in the center thereof. The first space is bored from top to bottom and filled with vegetative soil(12). The second block is installed in an underwater section(B) and has a second space in the center thereof. The second space is bored from top to bottom and filled with charcoal(24) for water purification.
摘要翻译：目的：提供一个倾斜盖块，通过植被和动物生活在水面上实现环保效果，并通过放置在水下的木炭净化河流的水质。构成：斜面覆盖块包括第一块和第二块（20）。第一块安装在水上部分（A）中，并且在其中心具有第一空间。第一个空间从上到下无聊，充满了植被土（12）。第二块安装在水下部分（B）中并且在其中心具有第二空间。第二个空间从上到下无聊，充满了炭（24）用于净水。

6. 发明授权

KR101050750B1 유수제어 구조물 有权
标题翻译：运行水控制结构
公开(公告)号：KR101050750B1
公开(公告)日：2011-07-21
申请号：KR1020100131162
申请日：2010-12-21
申请人： 주식회사 한화건설 , 벽산건설 주식회사
发明人： 지홍기 , 허형우 , 신승교 , 박종식 , 박성용 , 오민호 , 이상근 , 이은기
IPC分类号： E02B3/02 , A01G1/00 , E02B3/12
CPC分类号： E02B3/02 , A01G2/00 , E02B3/125 , E02B3/126 , E02B3/127
摘要： PURPOSE: A structure for controlling flowing water is provided to stabilize the structure by reducing the generation of scouring and swirling. CONSTITUTION: A structure(100) for controlling flowing water comprises a main body(110) and multiple soil bags(120). The main body is formed in a mesh structure and is installed to be touched with the bottom of a river. The soil bags are composed of a water permeable material and are accepted inside the main body. The soil bags are filled with earth and soil and prevent the earth and soil from being separated from the bags.
摘要翻译：目的：提供一种控制流水的结构，通过减少冲刷和旋转的产生来稳定结构。构成：用于控制流水的结构（100）包括主体（110）和多个土袋（120）。主体以网状结构形成，安装成与河底接触。土袋由透水材料组成，并被接纳在主体内。土壤袋充满土壤和土壤，防止土壤和土壤与袋子分离。

7. 发明授权

KR101352951B1 어소가 구비된 개비온 및 이를 이용한 호안 보호 구조물 有权
标题翻译：鱼类保持植物和植物保护结构的使用
公开(公告)号：KR101352951B1
公开(公告)日：2014-01-23
申请号：KR1020130066113
申请日：2013-06-10
申请人： 주식회사 한화건설 , 벽산건설 주식회사 , 주식회사 그린유토피아
发明人： 신승교 , 박종식 , 박성용 , 오민호 , 김태균 , 채수권 , 전승훈 , 박재희 , 이상근 , 서경상 , 허형우
IPC分类号： E02B3/12 , E02B8/08 , E02D17/20 , A01K61/00 , E02D29/02
CPC分类号： Y02A40/60 , E02B3/12 , A01K61/00 , E02B8/08 , E02D17/20 , E02D29/0208 , E02D2600/40
摘要： The present invention provides a fish staying gabion including a wire mesh (111) formed in a closed structure; a main body (110) including a plurality of weights (112) packed in the wire mesh; and a groove unit (120) formed in a concave structure on the side of the main body (110). Therefore, the present invention can stably protect a shore by not being separated from the shore even if a flood or a landslide happens.
摘要翻译：本发明提供了一种钓鱼笼，包括以闭合结构形成的丝网（111）; 主体（110），其包括填充在所述丝网中的多个重物（112）以及在所述主体（110）侧形成为凹形结构的槽单元（120）。因此，即使发生洪水或滑坡，本发明也可以不与岸边分离地稳定地保护岸边。

8. 发明公开

KR1020130106135A 생태안착형 입체 호안구조 및 이의 시공방법 有权
标题翻译：生态安全型固体反渗透结构及其构造技术
公开(公告)号：KR1020130106135A
公开(公告)日：2013-09-27
申请号：KR1020120027796
申请日：2012-03-19
申请人： (주)리버앤텍 , 주식회사 한화건설 , 벽산건설 주식회사
发明人： 이용헌 , 박태순 , 최계운 , 한만신 , 허형우 , 신승교 , 박종식 , 박성용 , 오민호 , 오우식 , 이광노 , 이상근
IPC分类号： E02B3/12 , E02B3/02 , A01G1/00 , A01K61/00 , C02F1/00
CPC分类号： E02B3/124 , A01G2/00 , A01K61/00 , C02F1/001 , E02B3/02
摘要： PURPOSE: An ecology seating type cubic bank protection structure and a construction method of the same are provided to obtain the diversity of an ecosystem and to prevent the repeated construction of identical bank protections in an area with a rapid flow velocity and severe flood level changes. CONSTITUTION: An ecology seating type cubic bank protection structure comprises a slope/vegetation protection layer, a vegetation guiding layer, and a moisturizing/medium dressing layer. The slope/vegetation protection layer includes a laminated stone mattress (110) and a soft bag (120). Each stone in the laminated stone mattress is fixed by connecting wire meshes. The soft bag is filled with gravel, filtering materials, and charcoal. The vegetation guiding layer is installed on the top of the slope/vegetation protection layer and includes a soft bag filled with soil and branches. The moisturizing/medium dressing layer is installed on the top of the vegetation guiding layer and includes a soft bag filled with soil, seeds, and fertilizers. [Reference numerals] (AA) Water flow safety area
摘要翻译：目的：提供一种生态座位型立方银行保护结构及其施工方法，以获得生态系统的多样性，防止在流速快，洪涝程度剧烈变化的地区重复建设相同的银行保护。规定：生态座椅式立方银行保护结构包括斜坡/植被保护层，植被引导层和保湿/中等敷料层。斜坡/植被保护层包括层压石床垫（110）和软袋（120）。层压石床垫中的每块石头都通过连接丝网固定。软袋里装满了砾石，过滤材料和木炭。植被引导层安装在坡/植被保护层的顶部，包括一个充满土壤和分枝的软袋。保湿/中等修复层安装在植被引导层的顶部，包括一个充满土壤，种子和肥料的软袋。（附图标记）（AA）水流安全区域

9. 发明公开

KR1020110121111A 자연하안을 조성하기 위한 하안재 및 자연하안 조성공법 无效
标题翻译： RIVERSIDE材料和自然河流边缘工程方法制作自然河流
公开(公告)号：KR1020110121111A
公开(公告)日：2011-11-07
申请号：KR1020100040552
申请日：2010-04-30
申请人： (주)리버앤텍 , 주식회사 한화건설 , 벽산건설 주식회사
发明人： 김혜주 , 이용헌 , 안상선 , 황부연 , 이은기 , 허형우 , 신승교 , 박종식 , 박성용 , 최계운 , 채수권 , 한만신
IPC分类号： E02B3/12 , A01G1/00 , E02D17/20
CPC分类号： E02B3/127 , A01G2/00 , E02B3/125 , E02D17/20 , E02D2600/40
摘要： PURPOSE: A riverside member for making a natural riverside and a method of constructing a natural riverside are provided to make surrounding environment beautiful by making a natural riverside harmonizing with surrounding environment. CONSTITUTION: A method of constructing a natural riverside is as follows. River bed generated on a river during construction, and a filling member like sand and willow branches easily obtained from surrounding environment, are filled in a natural sack(110). The natural sack is installed on a part making contact with wave on the riverside. The natural sack is fixed to the ground on each corner of the natural sacks continuously arranged along the riverside, using a fixing member like a fixing pile. The natural sack moves by wave and slowly has a natural curve corresponding to the course of river of the riverside.
摘要翻译：目的：通过与周边环境保持一致的滨河环境，提供一条河滨自然河滨成员和建设天然河滨的方法，使周边环境美丽。构成：构建天然河滨的方法如下。施工期间河床产生河床，容易从周围环境中获得的沙柳枝条等灌装构件填充在自然袋（110）中。自然袋安装在与河边的波浪接触的部位。自然袋被固定在沿着河边连续布置的天然麻袋的每个角落上的地面上，使用固定件如固定桩。自然袋由波浪移动，缓慢地具有对应于河边河流过程的自然曲线。

10. 发明公开

KR1020130127299A 지진격리층을 이용한 해상교량의 기초구조물 및 그 시공방법 有权
标题翻译：海上桥梁地震隔离基础及其施工方法
公开(公告)号：KR1020130127299A
公开(公告)日：2013-11-22
申请号：KR1020120051118
申请日：2012-05-14
申请人： 주식회사 한화건설
发明人： 신승교 , 박종식 , 박성용 , 오민호
IPC分类号： E02D27/34 , E02D27/52 , E02D5/22 , E01D19/02 , E02D23/00 , C04B18/14
CPC分类号： E02D27/34 , C04B18/142 , E01D19/02 , E02D5/22 , E02D23/00 , E02D27/52
摘要： The present invention provides a marine bridge foundation structure using a seismic isolation layer. The marine bridge foundation structure using a seismic isolation layer comprises a plurality of piles (10) buried in the seabed; a seismic isolation layer (100) formed by applying steelmaking slag on the top of the seabed to bury the top of the piles; and a base caisson (40) installed on the top of the seismic isolation layer to support the bottom of a pier (41). On an average day, the base caisson is supported in the seismic isolation layer. The delivery of the seismic load of the seabed to the base caisson is prevented by sliding behaviors inside the seismic isolation layer in earthquakes. According to this, the marine bridge foundation structure using a seismic isolation layer effectively resists large earthquakes, easily secures materials, and has excellent structural stability.
摘要翻译：本发明提供一种使用地震隔离层的海洋桥基础结构。使用地震隔离层的海洋桥基础结构包括埋在海床中的多个桩（10）; 通过在海床顶部施加炼钢炉渣以埋藏桩的顶部而形成的隔震层（100）; 以及安装在隔震层顶部以支撑码头（41）的底部的基础沉箱（40）。在平均一天，基础沉箱被支撑在隔震层。通过地震隔震层内部的滑动行为，可以防止海床对基底沉箱的地震荷载的传递。据此，采用隔震层的海桥基础结构有效抵抗大地震，易于保护材料，具有优良的结构稳定性。

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式