专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

91. 发明授权

KR101288888B1 지오그리드와 네일을 이용한 사면복구공법 有权
标题翻译：使用地质和指甲修复坡度的方法
公开(公告)号：KR101288888B1
公开(公告)日：2013-07-23
申请号：KR1020130039662
申请日：2013-04-11
申请人： 서정국
发明人： 서정국 , 노호규
IPC分类号： E02D17/20 , E02D3/10 , E02D17/00 , A01G1/00
CPC分类号： E02D17/20 , A01G22/00 , E02D3/10 , E02D17/00 , E02D2300/0034 , E02D2300/0084
摘要： PURPOSE: A method of restoring a slope using geogrid and a nail is provided to improve stability and construct ability, and to be suitable when a slope is gradual by performing a step fill construction. CONSTITUTION: A method of restoring a slope using geogrid and a nail comprises the following steps: a drain board is paved in a restoration object slope; the slope is divided in multiple unit solum sections according to a slope direction, and paves geogrid having a width more two times than a width of the unit solum section in an upper side of the drain board; a first nail passing through the geogrid and the drain board is placed; after a solum layer is formed in a top part solum section, a bottom end and an upper side of the solum layer are wrapped; and previous steps are repeated after a second nail is placed in order to be inserted into the slope by passing through the geogrid and the solum layer. [Reference numerals] (AA) Start; (BB) End; (S1) Restore a slope and form an excavation groove; (S10) Attach vegetation materials; (S2) Pave a drain board; (S3) Partition solum sections; (S4) Pave geogrid; (S5) Place a first nail; (S6) Form a solum layer; (S7) Wrap the solum layer; (S8) Place a second nail; (S9) Lowermost unit solum section?
摘要翻译：目的：提供一种使用土工格栅和钉子来恢复坡度的方法，以提高稳定性和构造能力，并且通过执行阶梯填充结构逐渐变化时适用。构成：使用土工格栅和钉子恢复斜坡的方法包括以下步骤：将排水板铺设在修复物坡度中; 该斜坡根据倾斜方向被划分成多个单位溶液区段，并且在排水板的上侧中铺设具有比单位溶液区段的宽度更多两倍的宽度的土工格栅; 放置通过土工格栅和排水板的第一个钉子; 在顶部溶胶部分中形成了一个溶胶层之后，将该溶胶层的底端和上侧包裹起来; 并且在放置第二个钉以便通过通过土工格栅和溶胶层之后插入到斜面中之后重复先前的步骤。（附图标记）（AA）开始; （BB）结束; （S1）恢复斜坡并形成挖沟; （S10）附加植被材料; （S2）铺设排水板; （S3）分离溶液部分; （S4）铺路土工格栅; （S5）放一个指甲; （S6）形成solum层; （S7）包裹胶层; （S8）放置第二个钉子; （S9）最低单位溶液部分？

92. 发明授权

KR101279945B1 옹벽조경물의 시공방법 失效
标题翻译：保留墙面景观的施工方法
公开(公告)号：KR101279945B1
公开(公告)日：2013-07-17
申请号：KR1020130012306
申请日：2013-02-04
申请人： 박정혁
发明人： 박정혁
IPC分类号： E02D29/02 , E02D17/20 , E02B3/12 , A01G1/00
CPC分类号： E02D29/0275 , A01G9/033 , E02B3/12 , E02D17/20 , E02D29/0233 , E02D2300/0084
摘要： PURPOSE: A construction method of a retaining wall is provided to enable a user to enjoy leisure sports such as rock climbing by implementing an artificial stone retaining wall with the texture of a natural stone. CONSTITUTION: A construction method of a retaining wall comprises the following steps: arranging a construction area and forming a foundation on the area; installing a reinforced frame on the top of the foundation and continuously installing form panels in the front and rear sides of the reinforced frame; injecting and curing environment-friendly mortar dough into a form; completing a retaining wall and filling aggregates including gravel and soil in between the retaining wall and a slope; repeating a process for fixing a geogrid to the retaining wall and the slope; forming a rock climbing route by embedding a loop bolt for hanging a rope when forming the retaining wall; and planting moss and bryophyta for a natural texture. [Reference numerals] (S10) Arrange a construction area; (S20) Form a foundation; (S30) Install a form; (S40) Cure a retaining wall; (S50) Form the retaining wall; (S60) Install a geogrid and fill aggregates; (S70) Form a rock climbing route; (S80) Landscape
摘要翻译：目的：提供一种挡土墙的施工方法，使用户能够通过实施具有天然石材纹理的人造石挡土墙来享受攀岩等休闲运动。构成：挡土墙的施工方法包括以下步骤：在该区域安排施工区域并形成基础; 在基础顶部安装加强框架，并在加强框架的前后侧连续安装模板; 将环境友好的砂浆面团注入和固化成形式; 完成挡土墙，并在挡土墙和斜坡之间填充包括砾石和土壤的骨料; 重复将土工格栅固定在挡土墙和斜坡上的过程; 通过在形成挡土墙时嵌入用于悬挂绳索的环形螺栓形成攀岩路线; 并为自然纹理种植青苔和苔藓植物。（附图标记）（S10）安排结构区域; （S20）形成基础; （S30）安装表格; （S40）固定挡土墙; （S50）形成挡土墙; （S60）安装土工格栅并填充聚集; （S70）形成攀岩路线; （S80）景观

93. 发明授权

KR101258821B1 고로슬래그를 이용한 다기능 다공성 콘크리트 블록 및 이를 이용한 옹벽 구조물, 그리고 그 옹벽 구조물 시공방법 有权
标题翻译：多孔混凝土块使用高炉和保留墙使用相同，以及使用其构造保持墙的方法
公开(公告)号：KR101258821B1
公开(公告)日：2013-05-06
申请号：KR1020120077050
申请日：2012-07-16
申请人： 주식회사 광명기업
发明人： 이강표 , 김효성 , 김만식 , 김병찬
IPC分类号： E02D29/02 , E02D17/20 , E02B3/14 , A01G9/02 , A01G1/00
CPC分类号： E02D29/0266 , A01G2/00 , A01G9/025 , E02B3/14 , E02D17/205 , E02D2300/0084 , E02D2600/20
摘要： PURPOSE: A porous concrete block using blast furnace slag, a retaining wall using the same, and a method for constructing the retaining wall are provided to manufacture an economical and environmentally friendly concrete block and resolve the instability of a retaining wall structure due to the increase of water pressure. CONSTITUTION: A porous concrete block(1) using blast furnace slag is composed of coarse aggregates made of air-cooled slag, binding material, and microcapsule. The porous concrete block is composed of a front part(11) and a rear part(12). The front part is formed with a vegetation groove(110c), an assembling protrusion(110a), and an assembling groove(110b). The rear part is formed with a through-hole(120a) and a hanging protrusion(120b).
摘要翻译：目的：提供一种使用高炉矿渣的多孔混凝土块，使用其的挡土墙和构造挡土墙的方法，以制造经济和环保的混凝土块，并由于增加而解决挡土墙结构的不稳定性的水压。构成：使用高炉矿渣的多孔混凝土块（1）由空气冷却渣，粘结材料和微胶囊制成的粗骨料组成。多孔混凝土块由前部（11）和后部（12）构成。前部形成有植被沟（110c），组装突起（110a）和组装槽（110b）。后部形成有通孔（120a）和悬挂突起（120b）。

94. 发明授权

KR101257645B1 전면 녹화부의 슬라이딩을 방지하는 녹화 옹벽 시공 방법 有权
标题翻译：用于构造绿色保护墙防止前绿色滑动的方法
公开(公告)号：KR101257645B1
公开(公告)日：2013-04-23
申请号：KR1020120155261
申请日：2012-12-27
申请人： 주식회사 에이치에스산업
发明人： 강영선
IPC分类号： E02D29/02 , E02D17/20 , A01G1/00 , E02D17/18
CPC分类号： E02D29/0225 , A01G22/00 , E02D17/18 , E02D17/20 , E02D2200/1678 , E02D2300/0084
摘要： PURPOSE: A construction method of a planting retaining wall is provided to construct a building at an affordable cost and to plant a whole front planting unit of a retaining wall. CONSTITUTION: A construction method of a planting retaining wall comprises a step of pulling a porous geogrid(10); a step of putting a front member(20) on a part separated from a front end of the geogrid and of warping the front member; a step of filling in the back of the front member after connecting the warped geogrid to the front member; a step of constructing a retaining wall of a predetermined height by installing the geogrid and the front member in a multistage; a step of forming a planting space(1) between the geogrid and the front member by separating the geogrid from a front surface of the front member with a spacer(40); and a step of forming a planting layer by spreading planting soil to the planting space.
摘要翻译：目的：提供种植挡土墙的施工方法，以可承担的成本建设建筑物，并种植挡土墙的整个前期种植单元。构成：种植挡土墙的施工方法包括拉拔多孔土工格栅（10）的步骤; 将前部构件（20）放置在与土工格栅的前端分离的部分上并使前部构件翘曲的步骤; 在将翘曲的土工格栅连接到前部构件之后，填充前部构件的后部的步骤; 通过将土工格栅和前部构件安装在多段中来构造预定高度的挡土墙的步骤; 通过用间隔件（40）将土工格栅与前构件的前表面分离，在土工格栅和前构件之间形成种植空间（1）的步骤; 以及通过将种植土壤铺展到种植空间来形成种植层的步骤。

95. 实用新型

KR200461591Y1 조형석 옹벽 및 조형석 有权
标题翻译： Choeokseok挡土墙和形式石头
公开(公告)号：KR200461591Y1
公开(公告)日：2012-07-24
申请号：KR2020120002355
申请日：2012-03-23
申请人： 한터건설 주식회사
发明人： 이종규
IPC分类号： E02D29/02 , E02D17/20 , E02D27/01
CPC分类号： E02D29/02 , E02D17/205 , E02D27/01 , E02D29/0275 , E02D2300/002 , E02D2300/0084
摘要： 본 고안은 콘크리트 블록으로 가공한 조형석으로써 손쉽게 성토부 또는 절토부의 벽체를 형성하도록 개선한 조형석 옹벽과 그에 이용되는 조형석을 개시하며, 상기 조형석 옹벽은, 성토부의 전면 또는 절토부의 전면의 하부에 연약 지반을 보강하기 위하여 타설되는 기초 콘크리트 구조물; 상기 기초 콘크리트 구조물 상에 적층을 위한 제1 조형석과 수평 방향 마감을 위한 제2 조형석을 이용하여 이루어지는 옹벽; 및 상기 옹벽의 최상단을 이루는 상기 제1 및 제2 조형석들의 윗면을 커버하는 마감블록을 포함하며, 상기 제1 조형석은, 전면에 형성된 조경면; 상측에 길이 방향으로 이어지는 채널 형상의 고정홈; 하부에 길이 방향으로 이어지며 상기 고정홈보다 앞면에 가깝게 형성되며 자신에 맞닿는 상기 고정홈과 교합되는 고정키; 상기 고정홈 내에 일정 간격 이격되어 형성된 접착홈들; 일 측면에 상기 고정홈이 형성된 위치부터 하부로 일정 길이 연장되게 형성된 연결키; 다른 측면에 상기 고정홈이 형성된 위치부터 하부로 일정 길이 연장된 연결홈; 후면으로 돌출되며 세로 방향으로 연장된 다수의 포크부; 및 서로 이격된 상기 포크부 사이에 형성되는 드레인홈;을 포함함을 특징으로 한다.
摘要翻译：本发明是启动johyeongseok改善johyeongseok挡墙，并用它一个以形成容易通过johyeongseok加工成块填充部或切断部壁，所述johyeongseok挡土墙是，填充的前或地面软切的下前基础混凝土结构，以加固; 在基础混凝土结构上使用第一层压用建筑石材和第二层压水泥精加工石材形成的挡土墙; 以及用于覆盖所述第一和第二johyeongseok形成挡土墙的顶部的上表面上的闭合块，第一johyeongseok是，形成在所述前表面美化; 在上侧沿纵向延伸的槽形固定槽; 它会导致在长度方向于下螺纹孔，并形成为靠近一个固定的密钥是咬合螺丝孔，并抵靠在他的正面; 在固定槽中以预定间隔形成的粘合槽; 连接键，所述连接键形成为从在侧表面上形成所述固定槽的位置向下侧延伸预定长度; 连接槽，其从在另一侧上形成有固定槽的位置向下侧延伸预定长度; 多个叉状部分向后突出并沿纵向延伸; 并且在彼此分开的叉部之间形成排水槽。

96. 发明公开

KR1020120078581A 성토부의 옹벽 无效
标题翻译：保留地面的保护墙
公开(公告)号：KR1020120078581A
公开(公告)日：2012-07-10
申请号：KR1020110113156
申请日：2011-11-02
申请人： 비더씨건설 주식회사
发明人： 최용석
IPC分类号： E02D29/02 , E02D17/20 , E02D27/02 , E04B2/10 , E04F21/18
CPC分类号： E02D29/025 , E02D17/20 , E02D27/02 , E02D2300/0084 , E04B2/10 , E04F21/1855
摘要： PURPOSE: A retaining wall of a slope is provided to reduce a construction cost and period by integrally forming the slope with the wall. CONSTITUTION: A retaining wall of a slope comprises a footing block(14), a wall, a slope(40), and a geogrid(70). The footing block is installed on the excavated ground, and comprises an inclined plane(18). The wall is supported to the inclined plane of the footing block. The wall is build with a plurality of layers by interlocking above and below while concrete tiles are horizontally formed. The slope is formed by piling earth and sand up. One end of the geogrid is connected to a pin(34) installed in between the concrete tiles, and the other end is supported by frictional force from the slope.
摘要翻译：目的：提供斜坡的挡土墙，以通过与墙体一体形成斜坡来减少施工成本和周期。构成：斜坡的挡土墙包括基脚（14），墙壁，斜坡（40）和土工格栅（70）。该基座安装在挖掘的地面上，并包括倾斜平面（18）。墙壁支撑在基脚的倾斜平面上。通过水平地形成混凝土瓦，通过上下互锁，构建具有多层的壁。斜坡是通过堆土和沙堆而形成的。土工格栅的一端连接到安装在混凝土瓦之间的销（34），另一端由斜坡的摩擦力支撑。

97. 发明授权

KR101158684B1 커플러, 이를 이용한 옹벽블럭 설치구조 및 설치공법 失效
标题翻译：联轴器，封闭材料安装结构和方法进行距离调整
公开(公告)号：KR101158684B1
公开(公告)日：2012-06-22
申请号：KR1020110066522
申请日：2011-07-05
申请人： 주식회사 피아이에이
发明人： 이준근
IPC分类号： E02D29/02 , E02D17/20
CPC分类号： E02D29/0241 , E02D17/20 , E02D2200/1685 , E02D2300/0034 , E02D2300/0084
摘要： PURPOSE: A coupler, an installation structure and an installation method of a retaining wall block using the same are provided to easily correct the connection position of a retaining wall block and a soil nail by forming multiple protrusions on the coupler. CONSTITUTION: A coupler(10) comprises a body part(11), a through hole part(12), a connection part(13), and multiple protrusions. The through hole part is formed at the center of the body part. The connection part is vertically extended from the outer surface of the body part to be vertical to the through hole part. The protrusions are formed on the outer surface of the connection part.
摘要翻译：目的：提供一种使用其的挡土墙块的联接器，安装结构和安装方法，以通过在联接器上形成多个突起来容易地校正挡土墙块和土钉的连接位置。构成：耦合器（10）包括主体部分（11），通孔部分（12），连接部分（13）和多个突起。通孔部形成在主体部的中心。连接部分从主体部分的外表面垂直延伸到与通孔部分垂直。突起形成在连接部的外表面上。

98. 发明公开

KR1020120055315A 보강토 옹벽블럭의 조적구조 有权
标题翻译：可植物保留墙砖结构块
公开(公告)号：KR1020120055315A
公开(公告)日：2012-05-31
申请号：KR1020100116990
申请日：2010-11-23
申请人： 김정섭 , 문관회
发明人： 김정섭 , 문관회
IPC分类号： E02D29/02 , E02D17/20 , E02D17/04 , E04B2/46
CPC分类号： E02D29/0233 , E02D17/04 , E02D17/205 , E02D2300/0084 , E04B2/46
摘要： PURPOSE: A reinforced earth retaining wall block laying structure is provided to obtain various exterior patterns of a retaining wall by connecting a plurality of combination reinforced earth retaining wall blocks. CONSTITUTION: A reinforced earth retaining wall block laying structure comprises a first combination block(10), a second combination block(20), a third combination block(30), and a fourth combination block. The first combination block comprises a block body with a lateral groove and a pin fixing groove, wherein the lateral groove is formed from the front to both lateral ends of the block body and has a pin insertion hole. The second combination block is identical in the shape but higher than the first combination block. The third combination block is identical in the shape but higher than the second combination block.
摘要翻译：目的：通过连接多个组合加固的挡土墙块，提供一种加固的挡土墙铺设结构，以获得挡土墙的各种外观图案。构成：一种加固的挡土墙铺设结构，包括第一组合块（10），第二组合块（20），第三组合块（30）和第四组合块。第一组合块包括具有横向槽和销固定槽的块体，其中横向槽从块体的前部到两个侧端形成并且具有销插入孔。第二组合块的形状相同但高于第一组合块。第三组合块的形状相同但高于第二组合块。

99. 发明公开

KR1020110126790A 친환경적인 보강토 옹벽공법 无效
标题翻译： ECO加固地板保持墙一种施工方法
公开(公告)号：KR1020110126790A
公开(公告)日：2011-11-24
申请号：KR1020100046243
申请日：2010-05-18
申请人： (주)에스오씨산업
发明人： 이양석
IPC分类号： E02D29/02 , E02D17/20 , E02B3/12 , A01G1/00 , A01G9/02 , A01G13/00
CPC分类号： E02D29/0241 , A01G2/00 , A01G9/025 , A01G13/0268 , E02B3/12 , E02D17/20 , E02D2200/13 , E02D2200/1678 , E02D2300/0029 , E02D2300/0084 , E02D2300/0085
摘要： PURPOSE: An environment-friendly reinforced earth retaining wall system is provided to improve stability and environment-friendly property. CONSTITUTION: An environment-friendly reinforced earth retaining wall system is composed like next. A base excavation process is performed after the installation of a reinforced earth retaining wall. A weak soil foundation reinforcing material secures supporting force after the base excavation. A vegetative mat(30), in which plant can grow, is fixed on the front surface of the triangle steel form. A reinforced earth(40) is filled and stepped on the rear-side section of the triangle steel form. Soil covers on top the front surface of the vegetative mat.
摘要翻译：目的：提供一种环保型强化土挡墙系统，以提高稳定性和环境友好性。构成：下一步组建一个环保型强化挡土墙系统。在安装加固土挡土墙后进行基础挖掘处理。弱基础强化材料确保了基础开挖后的支撑力。植物可以生长的营养垫（30）固定在三角形钢板的表面上。一个加强土（40）被填充并阶梯在三角钢形式的后侧部分。土壤覆盖营养垫前表面顶部。

100. 发明公开

KR1020110122930A 엘자형 철망과 부직포를 이용한 경제적인 식생옹벽 시공법 无效
标题翻译：经济适用的经济型施工方法，适用于L型成形网和非织造布的生态友好型保温墙
公开(公告)号：KR1020110122930A
公开(公告)日：2011-11-14
申请号：KR1020100042292
申请日：2010-05-06
申请人： 윤덕임
发明人： 윤덕임
IPC分类号： E02D29/02 , E02D17/02 , A01G9/02
CPC分类号： E02D29/02 , A01G9/025 , E02D17/02 , E02D29/0233 , E02D2300/0084 , E02D2300/0089
摘要： PURPOSE: An economical vegetation retaining wall construction method using an L-shaped wire net and nonwoven fabric is provided to replace a concrete retaining wall with a vegetation retaining wall that enables planting on a civil structure. CONSTITUTION: An economical vegetation retaining wall construction method is as follows. Soil is compacted using a large roller on nonwoven fabric(12) spread on an L-shaped wire net. Nonwoven fabric is covered over the soil, and two loops are connected to the sides of the L-shaped wire net structure and fixed. A wire net structure(21) is covered on the top of the L-shaped wire net structure.
摘要翻译：目的：提供一种使用L形网状网和无纺布的经济型植被挡土墙施工方法，用具有植被挡土墙的土体结构替代混凝土挡土墙。构成：经济的植被挡土墙施工方法如下。使用在L形金属丝网上铺展的无纺布（12）上的大型辊将土壤压实。无纺布被覆盖在土壤上，两个环连接到L形网状结构的侧面并固定。线网结构（21）覆盖在L形金属丝网结构的顶部。

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