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61. 发明授权

KR101019265B1 도로용 콘크리트 옹벽 블록 有权
标题翻译：混凝土保持墙块
公开(公告)号：KR101019265B1
公开(公告)日：2011-03-07
申请号：KR1020100080337
申请日：2010-08-19
申请人： (주)부광엔지니어링
发明人： 이동훈
IPC分类号： E02D29/02 , E02B3/14 , E02D17/20
CPC分类号： E02D29/025 , E02B3/14 , E02D17/205 , E02D29/0266 , E02D2300/0084
摘要： PURPOSE: A concrete retaining wall block for a road is provided to easily eliminate underground utilities and to remarkably reduce construction time by reducing field works. CONSTITUTION: A concrete retaining wall block(200) for a road comprises base plates(110), front members(250), columns(220), foundation members(230), and connection members(240). The base plates are installed on the top of blocks arranged along a slope. The front members are vertically positioned at the base plates and support earth pressure. The columns are vertically positioned at both sides of the base plates. The foundation members are integrally extended from the bottoms of the columns. The connection members integrally connect the foundation members.
摘要翻译：目的：提供一种用于道路的混凝土挡土墙，以便轻松消除地下工程，并通过减少现场工程显着减少施工时间。构成：用于道路的混凝土挡土墙块（200）包括基板（110），前部构件（250），立柱（220），基础构件（230）和连接构件（240）。基板安装在沿斜坡布置的块的顶部。前部构件垂直定位在底板上并支撑土压力。这些列垂直定位在基板的两侧。基础构件从柱的底部整体延伸。连接部件一体地连接基础部件。

62. 发明公开

KR1020100111647A 보강토블록 有权
标题翻译：强化地块
公开(公告)号：KR1020100111647A
公开(公告)日：2010-10-15
申请号：KR1020100092386
申请日：2010-09-20
申请人： 삼성그린테크 주식회사 , 김경령
发明人： 김경령
IPC分类号： E02D29/02 , E02D17/20 , E02B3/14
CPC分类号： E02D29/025 , E02B3/14 , E02D17/205 , E02D2300/0084
摘要： PURPOSE: A retaining soil block is provided to improve installation stability of a retaining soil block by increasing coherence between a retaining soil block and a grid. CONSTITUTION: A retaining soil block is formed with two holes(107) vertically on the front and rear sides of a body(100). The front center of the retaining soil block body is formed with a rough-faced part(102). Multiple vertical grooves are symmetrically formed based on the center in the front side both ends of the retaining soil block body portion. A front protrusion(103) and a rear protrusion(104) are formed on the upper side of the retaining soil block body. A front coupling groove and a rear coupling groove(106) are formed on the bottom of the retaining soil block body.
摘要翻译：目的：提供保持土块，以通过增加保持土块和网格之间的相干性来提高保持土块的安装稳定性。构成：保持土块在主体（100）的前后两侧垂直形成有两个孔（107）。保持土块体的前中心形成有粗糙面部（102）。基于保持土块主体部分的前侧两端的中心对称地形成多个垂直槽。在保持土块体的上侧形成有前突起（103）和后突起（104）。在保持土块体的底部形成有前连接槽和后联接槽（106）。

63. 发明授权

KR100981258B1 옹벽 시공을 위한 옹벽블록과 이 옹벽블록과 지오그리드를 이용한 옹벽의 시공 방법 失效
标题翻译：保留墙块和保留墙板和地质保护墙的构造方法
公开(公告)号：KR100981258B1
公开(公告)日：2010-09-10
申请号：KR1020090114494
申请日：2009-11-25
申请人： 윤정배
发明人： 윤정배
IPC分类号： E02D29/02 , E02D17/20
CPC分类号： E02D29/0225 , E02D17/205 , E02D2200/1692 , E02D2300/0084 , E02D2300/0089
摘要： PURPOSE: A retaining wall block for retaining wall construction and a construction method of a retaining wall using a retaining wall block and a retaining wall block and a geogrid are provided to prevent the inflow of water using water sealing mat and by reinforcing a foundation using a geogrid. CONSTITUTION: A retaining wall block for retaining wall construction is as follows. A foundation(100) is formed along a construction area floor. A retaining wall block(10) is stacked on the foundation. A drainage guide pipe(200) is filled with rubble and soil and established in the retaining wall block back side. A support stand(22) is inserted into each hook of a geogrid(20). The support stand is fitted in a hanging groove(13) of the retaining wall block. The retaining wall block is stacked on the top of the retaining wall block. The back side of the retaining wall block is filled with rubble and soil. A cutoff mat(600) is installed to the retaining wall block and construction area. The soil is installed to the top of the cutoff mat. A side ditch(700) is formed on the stepped soil.
摘要翻译：目的：提供用于挡土墙结构的挡土墙块和使用挡土墙块和挡土墙块和土工格栅的挡土墙的施工方法，以防止使用水密封垫的水流入，并使用土工格栅。构成：挡土墙结构的挡土墙块如下。沿建筑面积形成基础（100）。挡土墙块（10）堆叠在基础上。排水导管（200）填充瓦砾和土壤，并建立在挡土墙块背面。将支撑架（22）插入到土工格栅（20）的每个钩中。支撑架安装在挡土墙块的悬挂槽（13）中。挡土墙块堆放在挡土墙块的顶部。挡土墙的背面填充有瓦砾和土壤。切割垫（600）安装在挡土墙块和结构区域上。土壤被安装在截止垫的顶部。在阶梯式土壤上形成侧沟（700）。

64. 发明授权

KR100979949B1 지오그리드가 자체부착된 식생백 및 이를 이용한 사면보강공법 有权
标题翻译： VAGETABLE袋和强制方法构造
公开(公告)号：KR100979949B1
公开(公告)日：2010-09-03
申请号：KR1020100046533
申请日：2010-05-18
申请人： (주)경동엔지니어링 , 한국론타이 주식회사
发明人： 강재홍 , 김의영
IPC分类号： E02D17/20 , E02B3/04 , E02B3/12 , A01G1/00
CPC分类号： E02D17/20 , A01G22/00 , E02B3/04 , E02B3/12 , E02D2300/0057 , E02D2300/0084
摘要： PURPOSE: A vegetation bag with a geo-grid and a method for reinforcing a slope using the same are provided to improve workability by preventing a soil loss in a cut surface. CONSTITUTION: A vegetation bag(10) with a geo-grid comprises a vegetation sack(11) and a wrinkle part(112). The vegetation sack is formed by horizontally sewing a fertilizer bag with slow-acting manure, humectants, and soil nutrients. The vegetation sack is woven using polyethylene or jute. The wrinkle part is formed in one side of the vegetation sack. One side of a geo-grid(12) is attached on the wrinkle part.
摘要翻译：目的：提供一种具有地质格栅的植被袋和使用该植被袋加固斜坡的方法，以通过防止切割表面的土壤损失来改善作业性。构成：具有地质栅格的植被袋（10）包括植被袋（11）和皱纹部分（112）。植被袋是用慢效肥料，湿润剂和土壤养分水平缝制化肥袋而形成的。植被袋采用聚乙烯或黄麻编织。皱纹部分形成在植被袋的一侧。地质栅格（12）的一侧附着在皱纹部分上。

65. 发明授权

KR100974353B1 Combining loop of horizontal connecting member for greening bag of retaining wall 无效
标题翻译：组合环形连接构件用于绿化保护墙
公开(公告)号：KR100974353B1
公开(公告)日：2010-08-05
申请号：KR20100026733
申请日：2010-03-25
申请人： SAMWOO SPACE ARCHITECTS & ENGI , PHASEN RETAINING CO LTD
发明人： JUNG YONG CHAN , KIM KWANG HO , SUH DONG SOO
IPC分类号： E02D29/02 , E02B3/14 , E02D17/20
CPC分类号： E02D29/02 , A01G1/001 , E02D17/20 , E02D29/0291 , E02D2200/15 , E02D2300/0084
摘要： PURPOSE: A horizontal coupling member connecting ring of a vegetation bag for a retaining wall is provided to prevent a retaining wall from collapsing by the connection of a fastening ring to a connecting fastener and a horizontal connecting member. CONSTITUTION: A horizontal coupling member connecting ring of a vegetation bag for a retaining wall comprises a horizontal coupling member(20), a connecting fastener(10), a first connector, and a second connector. The horizontal coupling member connects a gunny bag and a geogrid. The connecting fastener is formed a vegetation bag(3) and comprises a pin part and a head part. The vegetation bad is filled with the vegetation soil. The pin part is horizontally formed in the vegetation bag. The second connector is formed vertically to the first connector.
摘要翻译：目的：提供用于挡土墙的植被袋的水平联接构件连接环，以通过紧固环连接到连接紧固件和水平连接构件来防止挡土墙塌陷。构成：用于挡土墙的植被袋的水平联接构件连接环包括水平联接构件（20），连接紧固件（10），第一连接器和第二连接器。水平联轴器连接一个麻袋和土工格栅。连接紧固件形成植被袋（3），并包括销部分和头部。植被不好填满植被土壤。销部分水平地形成在植被袋中。第二连接器垂直于第一连接器形成。

66. 发明公开

KR1020100079876A 지오매트와 강봉이 결합된 블록식 보강토 옹벽 공법 有权
标题翻译：块式加固地板保持墙的网格和条纹一种建筑方法
公开(公告)号：KR1020100079876A
公开(公告)日：2010-07-08
申请号：KR1020080138465
申请日：2008-12-31
申请人： (주)에스오씨산업
发明人： 이양석
IPC分类号： E02D29/02 , E02D17/20 , E02D17/18
CPC分类号： E02D29/02 , E02D17/18 , E02D17/205 , E02D29/0241 , E02D2300/0084 , E02D2300/0089 , E02D2300/0096
摘要： PURPOSE: A GNS(Grid And Strip) block type reinforced earth retaining wall construction method is provided to prevent displacement of a reinforced earth retaining wall due to the long-term use by employing steel rods arranged in multiple stages. CONSTITUTION: A GNS block type reinforced earth retaining wall construction method comprises a step of excavating a location in which reinforced earth retaining blocks are to be installed and placing mixed rubble to create a foundation(S100) and a step of placing reinforced earth retaining wall blocks in multiple stages on the front side(S200). The step of placing reinforced earth retaining wall blocks includes a step of laying earth in the rear of the first stage of the reinforced earth retaining wall blocks and compacting the laid earth, a step of arranging steel rods at the height corresponding to the third and fourth stages of the reinforced earth retaining wall blocks, a step of placing grid reinforcing materials between the rear side of the reinforced earth retaining wall blocks and the steel rods, and forming finishing blocks on the top of the uppermost reinforced earth retaining wall blocks.
摘要翻译：目的：提供一种GNS（网格和带）块式增强土挡土墙施工方法，用于通过使用多级布置的钢杆，防止长期使用加固土挡土墙的位移。构成：GNS块式加固土挡土墙施工方法包括挖掘加固土挡土块的位置的步骤，并设置混合瓦砾以形成基础（S100），以及放置加固土挡土墙块的步骤在前面的多个阶段（S200）。放置加固土挡土墙块的步骤包括将土壤放置在加固土挡土墙第一阶段的后部并压实铺土的步骤，将钢杆的排列与第三和第四高度相对应的步骤增强土挡土墙块的阶段，将格栅加固材料放置在加固土挡土墙的后侧与钢筋之间的步骤，以及在最上面的加固土挡土墙块的顶部上形成修整块。

67. 发明公开

KR20100078878A Drawn polymeric strip reinforced with nanocomposite and geogrid having the same 有权
标题翻译：采用纳米复合材料制成的聚合物条和具有相同的地质条件
公开(公告)号：KR20100078878A
公开(公告)日：2010-07-08
申请号：KR20080137257
申请日：2008-12-30
申请人： SAMYANG CORP
发明人： YUN KWANG JUNG , CHA DONG HWAN , CHO SEONG HO
IPC分类号： B29C55/30 , B82B3/00
CPC分类号： E02D29/02 , C08J2300/22 , C08K2201/011 , E02D3/005 , E02D17/202 , E02D2300/0084
摘要： PURPOSE: An elongated polymeric strip reinforced with nano particles and a geogrid with the same are provided to reduce manufacturing costs and guarantee high matter property at low elongation rate by reinforcing a strip with nano particles. CONSTITUTION: An elongated polymeric strip(1) reinforced with nano particles is manufactured by thermoplastic polymer composition. The thermoplastic polymer resin composition contain 0.2~2.0wt.% of nano particles(2). The nano particle is composed of one or more selected from a group. The group is comprised of carbon fiber, carbon nanotube, and nano clay.
摘要翻译：目的：提供用纳米颗粒增强的细长聚合物条和具有该纳米颗粒的土工格栅，以通过用纳米颗粒增强带材来降低制造成本并且在低延伸率下保证高物质性能。构成：用纳米颗粒增强的细长聚合物条（1）由热塑性聚合物组合物制成。热塑性聚合物树脂组合物含有0.2〜2.0重量％的纳米颗粒（2）。纳米颗粒由选自一组中的一种或多种组成。该组由碳纤维，碳纳米管和纳米粘土组成。

68. 实用新型

KR2020100003166U 옹벽 블록 시공용 그리드 无效
标题翻译：用于构造墙壁的网格
公开(公告)号：KR2020100003166U
公开(公告)日：2010-03-19
申请号：KR2020080012339
申请日：2008-09-11
申请人： (합)강산건업
发明人： 연철수 , 연훈모
IPC分类号： E02D29/02 , E02D17/20 , E04B2/02
CPC分类号： E02D29/02 , E02D17/205 , E02D2300/0004 , E02D2300/0084 , E04B2/02
摘要： 본 고안은 일측 코너에 위치된 합성수지 띠(Gh1)가 다른 합성수지 띠(Gh2)들의 폭 및 두께보다 1.5 내지 3배 더 크게 구성되어 결합력을 배가시킬 수 있도록 함으로써 1군 내지 4군의 결속봉(P1∼P4)과의 결속시 더욱 견고하고 튼튼하게 체결될 수 있게 되어 1군 내지 4군의 결속봉(P1∼P4)에 결속된 1군 내지 4군의 그리드(G1∼G4)가 서로 맞물리면서 짜여질 때 더욱 확실한 지지력으로 블록(B)의 무너짐을 철저하게 방지할 수 있는 옹벽블록 시공용 그리드에 관한 것이다.

69. 发明公开

KR1020100010865A 보강력을 높인 토목공사용 지오그리드 无效
标题翻译：土工格栅
公开(公告)号：KR1020100010865A
公开(公告)日：2010-02-02
申请号：KR1020080071937
申请日：2008-07-23
申请人： 박영은
发明人： 박영은
IPC分类号： E02D29/02
CPC分类号： E02D29/0225 , E02D2300/0006 , E02D2300/0084
摘要： PURPOSE: A geogrid for public works with improved reinforcement force is provided to reinforce the tensile strength, and to disperse power against the vertical load. CONSTITUTION: A geogrid(30) for public works with improved reinforcement force is composed as follows: Weft threads(10) and warp threads(20) are formed in a lattice shape using textile and plastic. The surface is coated by resin. Reinforcement ribs(41) are diagonally formed on the weft threads and the warp threads.
摘要翻译：目的：提高加强力公共工程的土工格栅，以增强抗拉强度，并分散动力抵抗垂直载荷。构成：具有改进加强力的公共工程的土工格栅（30）组成如下：纬纱（10）和经线（20）使用纺织和塑料形成格子形状。表面涂有树脂。加强肋（41）在纬纱和经线上对角地形成。

70. 实用新型

KR2020100001005U 지스톤블록 无效
标题翻译： Zistone块
公开(公告)号：KR2020100001005U
公开(公告)日：2010-01-29
申请号：KR2020100000093
申请日：2010-01-06
申请人： 주식회사 삼영 , 주식회사 가경토건
发明人： 백연진
IPC分类号： E02D29/02 , E02D17/20 , E02B3/14 , E04H9/02
CPC分类号： E02D29/0241 , E02B3/14 , E02D17/205 , E02D2300/0084 , E04H9/021
摘要： 본 고안은 블록과 보강재(지오그리드,띠형그리드바)를 사용하여, 후방에 보강재(지오그리드,띠형그리드바)와 토사를 매립하여 경사면의 안전성을 높이는 보강토 옹벽에 관한 것으로서, 하부블록에 대하여 수직하게 15mm 내외에서 후방에 시공되도록 형성되고, 보강토 블록이 상.하, 좌.우 가 고정되도록 형성된 상부돌출부가 상부와 하부로 관통된 부분의 교차로 조립되면서 오목 곡선으로 시공할 때 하부의 홈이 상부의 돌출부와 겹쳐지도록 블록과 블록 사이의 중심점에 조립을 하도록 하여 상부에서는 하부의 보강토 블록을 절반식 겹치면서 형성된 홈 조립이되 도록 한 것이 특징이고 신체에 대한 위험을 제거하기 위하여 보강토 전용 집게를 사용하여 굴삭기에 장착하여 작업을 할 수 있도록 만든 것이 특징으로 한다.

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