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1. 发明授权

KR101908294B1 탁수 여과 및 모래 유출 방지용 개비온 有权
公开(公告)号：KR101908294B1
公开(公告)日：2018-10-16
申请号：KR1020180014311
申请日：2018-02-06
申请人： 주식회사 누리종합기술단
发明人： 이승재 , 김종환 , 주진철 , 최종수 , 김용혁 , 오세진
IPC分类号： E02D17/18 , B01D24/00 , C02F1/40 , E02B3/10 , E02B3/12 , E02B7/02
CPC分类号： E02D17/18 , B01D24/00 , C02F1/40 , E02B3/106 , E02B3/129 , E02B7/02 , E02D2200/13
摘要： 본발명은집중호우시발생되는탁수를여과할수 있고, 미세한흙인모래가유출됨에의해침사지와배수로의막힘과제방및 둑이붕괴되는것을방지할수 있을뿐만아니라, 무게를예측할수 있는표식을구비하여시공시무게를감당할수 있는장비의수급을용이하게할 수있게한 탁수여과및 모래유출방지용개비온에관한것이다.

2. 发明授权

KR101764242B1 조임끈이 구비된 소일 백 有权
公开(公告)号：KR101764242B1
公开(公告)日：2017-08-04
申请号：KR1020170059393
申请日：2017-05-12
申请人： 주식회사 포유텍 , 최영덕
发明人： 최영덕 , 황수환
IPC分类号： B65D88/16 , E02B3/04
CPC分类号： B65D88/1668 , B65D33/28 , B65D88/1681 , E02B3/04 , E02B3/127 , E02B5/02 , E02B13/00 , E02D17/18 , E02D29/0291
摘要： 본발명은조임끈이구비된소일백에관한것이다. 본발명의소일백은중앙에중앙절개부(11a)가형성되어있고, 중앙절개부(11a)로부터외곽테두리의각 변의중앙을향해이격된위치에 4개의외곽절개부(11b)가형성되어있는사각형형태의바닥부(11)와, 상기바닥부(11)의둘레에일측이일체로연결된채 상향되게형성되어내부에저장공간(14)을형성하는측벽부(12)와, 상기측벽부(12)의상단에일체로연결된상기저장공간(14)을개폐시키는 4개의덮개부(13)로구성된본체백(10)과; 서로반대측에위치한덮개부(13)의내측면선단에양측단부가고정되어있으며, 양측단부로부터연장된일측제1파트(21)는상기저장공간(14)의내부에서외곽절개부(11b)를통해본체백(10)의저부로관통하고, 중앙부분의제2파트(22)는저장공간(14)의내측에상방으로돌출되게위치한채 하부는중앙절개부(11a)를통해본체백(10)의저부로관통하여제1파트(21)와연결되는 2개의조임끈(20);로구성될수 있다. 본발명에의해, 조임끈이바닥면에고정된것이아니라조임끈양 단부가덮개부의선단에고정되고, 조임끈은외곽및 중앙에서지그재그방식으로관통되어중앙에고리처럼돌출되게함으로써토사를채운다음덮개를덮고조임끈을들었다놨다할 때덮개의상부는하측으로향하는힘을받고, 반대로소일백의바닥은상측으로향하는힘을받아덮개와바닥면이저장된토사를눌러간편하게다짐효과가발휘될수 있게된다.

3. 发明公开

KR1020140106047A 풍쇄 슬래그를 이용한 연약지반 개량용 배수재 시공방법 无效
标题翻译：使用PS BAL SLAG软土地面改善排水
公开(公告)号：KR1020140106047A
公开(公告)日：2014-09-03
申请号：KR1020130020017
申请日：2013-02-25
申请人： (주)유진에코씨엘
发明人： 박장수 , 이창순
IPC分类号： E02D3/10 , C04B18/14 , E02D3/08 , E02D17/18
CPC分类号： E02D3/10 , C04B18/142 , E02D3/08 , E02D17/18
摘要： The present invention relates to a draining material for improving poor ground using a precious slag. The precious slag has a globular crystal by performing an atomizing process on byproduct of steel and has a particle size of 0.001-5.0 mm, a grain-size distribution of 0.1-35%, and a uniformity coefficient (U) of 1.22. The precious slag is mixed with natural sand in a predetermined ratio to be constructed in a site for drain or poor ground construction. According to the present invention, the draining material for improving poor ground using precious slag can meet the requirements of draining materials and ensure uniform product quality from a factory by using the atomized slag as a substitute material for sand which is the conventional vertical or horizontal draining material for poor ground improvement, thereby stably providing a noble draining material with an excellent improvement effect without acquisition difficulty.
摘要翻译：本发明涉及一种用于改善使用贵重矿渣的不良地面的排水材料。通过对钢的副产物进行雾化处理，具有球状晶体，其粒径为0.001-5.0mm，粒度分布为0.1-35％，均匀系数（U）为1.22。贵重的矿渣以预定的比例与天然砂混合，构成排水或地面施工不良的场所。根据本发明，用于利用贵重矿渣改善劣质地面的排水材料可以满足排水材料的要求，并通过使用雾化炉渣作为常规垂直或卧式排水砂的替代材料，确保工厂的均匀产品质量用于地面改善性差的材料，从而稳定地提供具有优异的改进效果的贵重排水材料而没有采集难度。

4. 发明公开

KR1020140098508A 가축 매몰지 및 그 시공방법 有权
标题翻译：动物用LANDFILL现场及其构造方法
公开(公告)号：KR1020140098508A
公开(公告)日：2014-08-08
申请号：KR1020130011275
申请日：2013-01-31
申请人： 한남대학교 산학협력단
发明人： 김건하 , 전해성 , 김미형
IPC分类号： B09B1/00 , E02D17/18 , E02D31/00
CPC分类号： B09B1/008 , B09B1/004 , E02D17/18 , E02D31/004 , E02D31/006 , Y02W30/10 , Y02W30/32 , Y02W30/35
摘要： The present invention relates to a landfill site comprising a water proof layer formed on a burying layer to block penetration of water flowing from the outside to the burying layer in which domestic animals are buried, a permeable layer formed on the water proof layer to pass water flowing from the outside, and a cover layer formed on the permeable layer in height corresponding to the peripheral ground, and to a method for constructing the same. According to the present invention, land use efficiency can be improved by solving the limitation of land use and an aversion to surroundings or passengers can be decreased, and the present invention makes surroundings of a scene beautiful.
摘要翻译：本发明涉及一种垃圾填埋场，包括形成在埋藏层上的防水层，以阻挡从外部流向埋入家畜的埋藏层的水的渗透，形成在防水层上的渗透层以通过水从外部流出，以及形成在渗透层上的与周边地面相对应的高度的覆盖层及其构造方法。根据本发明，通过解决土地利用的限制，能够提高土地利用效率，能够减少对周围环境或乘客的厌恶，本发明使景观环境美观。

5. 发明公开

KR1020140082100A 철강슬래그를 이용한 성토재 有权
标题翻译：使用钢铁和钢丝绳的填充材料
公开(公告)号：KR1020140082100A
公开(公告)日：2014-07-02
申请号：KR1020120151479
申请日：2012-12-21
申请人： 주식회사 포스코 , 재단법인 포항산업과학연구원
发明人： 이훈하 , 조봉석
IPC分类号： E02D17/18 , C04B18/06 , C04B14/36
CPC分类号： Y02W30/92 , E02D17/18 , C04B14/365 , C04B18/061 , C04B18/067
摘要： Provided is a fill material including air cooled slag as coarse aggregates, granulated slag as fine aggregates, and at least one kind selected from desulfurization slag, dephosphorization slag, and plaster as activation material. The fill material of the present invention uses by-products from an ironmaking process, thereby being more eco-friendly compared to conventional fill material. Since the fill material of the present invention does not use steelmaking slag which requires long term aging, only few time and space limitations exist. Also, the fill material of the present invention uses granulated slag having hydraulicity as fine aggregates to enhance the bonding strength between coarse aggregates and fine aggregates, thus improving the compressive strength of the fill material, to fill the space between aggregates with activation materials such as the desulfurization slag, the dephosphorization slag, and plaster, and to react with SiO2 to form hydrates of CaO-SiO2-H2O and CaO-Al2O3-CaSO4-H2O, thereby being able to reach high compressive strength in a short time after filling.
摘要翻译：提供一种填充材料，其包括作为粗骨料的空气冷却炉渣，作为细骨料的粒状炉渣，以及选自脱硫渣，脱磷渣和石膏作为活化材料的至少一种。本发明的填充材料使用来自炼铁工艺的副产物，因此与常规填充材料相比更环保。由于本发明的填充材料不使用需要长期老化的炼钢渣，所以只存在很少的时间和空间限制。此外，本发明的填充材料使用具有水硬性的细粒料作为细骨料的造粒渣，以增强粗骨料与细骨料之间的粘合强度，从而提高填充材料的抗压强度，以填充聚集体之间的空间，脱硫渣，脱磷渣和石膏，与SiO2反应形成CaO-SiO2-H2O和CaO-Al2O3-CaSO4-H2O的水合物，从而在填充后能够在短时间内达到高抗压强度。

6. 发明公开

KR1020140029867A 지오컨테이너를 이용한 제방 시공방법 有权
标题翻译：使用地球科学研究所制作工艺的过程
公开(公告)号：KR1020140029867A
公开(公告)日：2014-03-11
申请号：KR1020120095917
申请日：2012-08-30
申请人： 삼원실업 주식회사
发明人： 김승취 , 서대성
IPC分类号： E02B7/16 , E02D17/18
CPC分类号： E02B7/16 , D10B2505/20 , E02D17/18 , E02D2300/0085
摘要： The present invention relates to an embankment construction method using a geo-container. The embankment construction method using a geo-container according to the present invention enables the construction of an embankment in a cutting area or in an area with shallow water. According to an embodiment of the present invention, the embankment construction method using a geo-container comprises a step of arranging a geo-container with an open top on a dredging targeting area to be unfolded (a); a step of positioning a shape supporting frame on the top of the geo-container (b); a step of connecting the top of the geo-container to the shape supporting frame (c); a step of lifting the shape supporting frame (d); a step of injecting dredged soil into the geo-container (e); a step of removing the shape supporting frame (f); and a step of closing the top of the geo-container (g).
摘要翻译：本发明涉及使用地质容器的堤防施工方法。根据本发明的使用地质容器的堤防施工方法能够在切割区域或浅水区域中构建堤防。根据本发明的一个实施例，使用地质容器的路堤施工方法包括在待疏通的疏浚目标区域上布置具有敞开顶部的地质容器（a）的步骤; 将形状支撑框架定位在地质容器（b）的顶部上的步骤; 将地质容器的顶部连接到形状支撑框架（c）的步骤; 提升形状支撑框架（d）的步骤; 将疏浚土壤注入地质容器（e）的步骤; 去除形状支撑框架（f）的步骤; 以及关闭地质容器（g）的顶部的步骤。

7. 发明授权

KR101205783B1 The complex execution method which dismantling work of existing underground structure and constructs of new building simultaneously 有权
标题翻译：同时拆除现有地下结构工程和新建筑施工的复杂执行方式
公开(公告)号：KR101205783B1
公开(公告)日：2012-11-28
申请号：KR20120061097
申请日：2012-06-07
IPC分类号： E02D29/045
CPC分类号： E02D29/045 , E02D5/06 , E02D5/22 , E02D17/18
摘要： PURPOSE: A composite construction method for simultaneously dismantling an existing underground structure and building a new underground structure is provided to improve cost-efficiency by using an existing underground structure when a new underground structure is built. CONSTITUTION: A composite construction method for simultaneously dismantling an existing underground structure and building a new underground structure is as follows. The ground portion of an existing underground structure is dismantled(a). Earth retaining walls(10) for building a new underground structure are installed(b). The skeleton portions of the existing underground structure are crushed(c). Columns(20) of a new underground structure are installed(d). Horizontal skeleton members of a first floor of the existing underground structure are dismantled, and rakes(50) are installed in a first basement floor(e). Horizontal skeleton members of a first floor of the new underground structure are installed, and the rakes are removed(f). The processes are repeated.
摘要翻译：目的：提供一种同时拆除现有地下结构和建设新的地下结构的综合施工方法，通过在建设新的地下结构时，利用现有的地下结构提高成本效益。构成：同时拆除现有地下结构和建设新的地下结构的综合施工方法如下。拆除现有地下结构的地面部分（a）。安装用于建造新的地下结构的地面挡土墙（10）（b）。现有地下结构的骨架部分被压碎（c）。安装新的地下结构的列（20）（d）。现有地下结构一楼的水平骨架构件被拆除，耙（50）安装在第一个地下室（e）中。安装新地下结构一楼的水平骨架构件，耙子被拆除（f）。重复这些过程。

8. 发明授权

KR101175098B1 중간 보조지지대를 이용하여 수직도를 유지하는 강성 구조체와 뒷채움부의 결속구조 및 결속시공방법 有权
标题翻译：刚性墙结构背面的填充结构及其构造方法
公开(公告)号：KR101175098B1
公开(公告)日：2012-08-21
申请号：KR1020110109164
申请日：2011-10-25
申请人： 한국철도기술연구원 , 주식회사 한화건설
发明人： 김대상 , 박영곤 , 박종식 , 박성용
IPC分类号： E02D29/02 , E02D17/18 , E02D5/34
CPC分类号： E02D29/0225 , E02D5/34 , E02D17/18 , E02D2250/0007 , E02D2300/0085
摘要： PURPOSE: A coupling structure and method of a rigid wall structure for maintaining verticality using a middle auxiliary support and a back-fill part are provided to automatically maintain the verticality of a compacted soil layer. CONSTITUTION: A coupling structure and method of a rigid wall structure for maintaining verticality using a middle auxiliary support and a back-fill part is as follows. An auxiliary support(11) is vertically installed at a construction position of a rigid wall structure. Connection ring members(30) are arranged between the auxiliary support and the front end of a standard frame(40). The front end of each compacted soil layer is located to be separated from the auxiliary support A front form(12) is vertically located at the front part of the auxiliary support to endure the pressure of concrete using form connecting members(13). Concrete(C) is placed to bury the auxiliary support in the gap between the rear of the front form and the front end of the compacted soil layer.
摘要翻译：目的：提供一种用于使用中间辅助支撑件和后部填充部分保持垂直度的刚性壁结构的联接结构和方法，以自动保持压实土层的垂直度。构成：使用中间辅助支撑件和后部填充部分来维持垂直度的刚性壁结构的联接结构和方法如下。辅助支撑件（11）垂直地安装在刚性壁结构的结构位置。连接环构件（30）布置在辅助支撑件和标准框架（40）的前端之间。每个压实的土层的前端定位成与辅助支撑件分离。前部形式（12）垂直地位于辅助支撑件的前部，以使用形式连接构件（13）来承受混凝土的压力。混凝土（C）被放置以将辅助支撑物埋在前部形状的后部和压实的土壤层的前端之间的间隙中。

9. 发明公开

KR1020120044431A 토목섬유 튜브를 이용한 연약지반 보강토 옹벽 구조물 및 이의 시공방법 有权
标题翻译：保持墙系统和使用地球导管的施工方法
公开(公告)号：KR1020120044431A
公开(公告)日：2012-05-08
申请号：KR1020100105698
申请日：2010-10-28
申请人： 주식회사 본이앤씨
发明人： 홍은수 , 이주공 , 이성원
IPC分类号： E02D29/02 , E02D17/20 , E02D17/18 , E02D3/046
CPC分类号： E02D29/0241 , E02D3/046 , E02D17/18 , E02D17/20 , E02D2300/0085
摘要： PURPOSE: A reinforced earth retaining wall structure for the soft ground using geotextile tubes and a construction method thereof are provided to allow the ground to subside by the load of the reinforced earth retaining wall structure. CONSTITUTION: A reinforced earth retaining wall structure(100) for the soft ground using geotextile tubes comprises a bottom plate(110), first frames(120), a first geotextile structure(131), connection units(140), second frames(150), a second geotextile structure(132), a reinforced earth structure(130), and a pair of front plates. The bottom plate is installed on the soft ground. The first frames are detachably fixed to the bottom plate and the second frame. The first geotextile structure is formed by filling a geotextile tube(131a) with filler. The second frames are installed in both sides of the first geotextile structure to support the first frame. The second geotextile structure is formed by filling a geotextile tube(132a) with filler(132b).
摘要翻译：目的：提供使用土工织物软管的强化土挡土墙结构及其施工方法，以使地面能够通过加固土挡土墙结构的载荷而消退。构成：使用土工织物管的用于软土地面的加筋土挡土墙结构（100）包括底板（110），第一框架（120），第一土工布结构（131），连接单元（140），第二框架），第二土工织物结构（132），加强地球结构（130）和一对前板。底板安装在软土地上。第一框架可拆卸地固定到底板和第二框架。通过用填料填充土工织物管（131a）形成第一土工织物结构。第二框架安装在第一土工织物结构的两侧以支撑第一框架。通过用填料（132b）填充土工织物管（132a）形成第二土工织物结构。

10. 发明公开

KR20120021031A A water leakage preventing layer, and construction method of waste landfill liner 审中-公开
标题翻译：防水防漏层及废弃土地衬砌施工方法
公开(公告)号：KR20120021031A
公开(公告)日：2012-03-08
申请号：KR20100085057
申请日：2010-08-31
申请人： KOREA PARAMOUNT CO LTD
发明人： SHIN SOON JOO
IPC分类号： E02D31/02 , B09B1/00 , E02B3/16 , E02D17/18
CPC分类号： E02D31/02 , B09B1/00 , E02B3/16 , E02D17/18 , Y10S210/901
摘要： PURPOSE: A method of forming a water blocking layer, and methods of constructing artificial lake, artificial stream and landfill are provided to easily form a water blocking layer at a low cost and in an environmentally friendly manner. CONSTITUTION: A method of forming a water blocking layer is as follows. Bentonite of 6-12weight%, waste dolomite powder of 20-30weight%, and local soil of 74-58weight% are mixed to form composite soil for a water blocking layer. The composite soil is stacked and hardened on desired places to install the water blocking layer and a soil-covered layer.
摘要翻译：目的：提供一种形成防水层的方法，以及构建人造湖，人工流和填埋的方法，以低成本和环保的方式容易地形成阻水层。构成：形成防水层的方法如下。 6-12重量％的膨润土，20-30重量％的废白云石粉末和74-58重量％的局部土壤混合形成防水层的复合土壤。将复合土堆叠并固化在所需的位置，以安装防水层和土壤覆盖层。

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